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Projects Stauch and Partners Architects Job Captain // Project Architect N$160 million (NZ$ 10.3million) 2017 - 2020 New Develpment Stauch and Partners Architects Job Captain // Project Architect N$160 million (NZ$ 10.3million) 2017 - 2020 New Develpment Stauch and Partners Architects Job Captain // Project Architect N$160 million (NZ$ 10.3million) 2017 - 2020 New Develpment Stauch and Partners Architects Job Captain // Project Architect N$160 million (NZ$ 10.3million) 2017 - 2020 New Develpment 12345678910 11 12 13 14 15 16 working drawings 43 GSPublisherVersion 5.95.96.100 NEW ENTERTAINMENT AREA ERF 4479, SUIDERHOF, WINDHOEK for MR H ZIMMERMANN All dimensions and levels to be checked on site before any work is put in hand . All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects . Do not scale dimensions . Copyright reserved . 5 . 4 -01 printed: 2016-07-12@11:15 AM File Location: Z:\0691 Zimmermann Compliance and gazebo\DRAWINGS\2016-07-11 HSE ZIMMERMANN - Garden Pavilion - CONSTRUCTION.pln 2016 -07 -12 PJN PS /AC DRAWING DESCRIPTION : DRAWN BY : CHECKED : DRAWING SCALE : DATE DRAWN : 0691 REVISION NUMBER : PROJECT NUMBER : DRAWING NUMBER : PROJECT DESCRIPTION : Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Client : 7 Love street, PO Box 1675, Windhoek, Namibia Tel: +264 61 235 026 Fax: +264 61 239 696 http://www .stauch .com .na Architect : H. ZIMMERMANN As Shown Joinery Layout Joinery Details P. BOX 2672 WINDHOEK 9000 TEL: 061 372 500 FOR CONSTRUCTION 30 30 A A B B OPEN OPEN 89° line of 6mm toughened glazing line of 6mm toughened glazing existing whb existing worktop with polished timber worktop finish M8 threaded steel rod with brushed aluminium sleeve fixed to rafters as per Aluminium Specialist DT -01 Detail A 1,050 750 525 395 AFFL +2,720 AFFL +2,325 FFL ±0.000 AFFL +1,800 2,720 existing worktop with polished timber worktop finish 6mm glazing fixed to superwood boards MS threaded steel rod fixed to 80 x45mm timber support 80 x45mm member fixed between rafters new ceiling bulkhead with recessed shadow lights OPEN M14 brushed aluminium threaded sleeve by Aluminium Specialist 1,800 50 400 75 2,325 395 AFFL +2,325 AFFL +1,800 AFFL +1,050 FFL ±0.000 existing worktop with polished timebr worktop finish 6mm glazing fixed to superwood boards MS threaded steel rod fixed to 80 x45mm timber support M14 brushed aluminium threaded sleeve by Aluminium Specialist new ceiling bulkhead with recessed shadow lights OPEN DT -03 Bottom Fixing Detail DT -04 Top Fixing Detail 32 18 400 32 32 8 434 8 450 U -channel aluminium strip with putty for glass fixing, top to be flush with superwood finish as per Joinery Specialist 's detail and specification M8 threaded steel rod 6mm toughened clear glazing by specialist wood -glue /putty plug fitted flush with bottom surface of shelf 8mm painted Superwood edge strip M14 brushed aluminium threaded sleeve by Aluminium Specialist 3mm ms anchor washers 8mm Superwood edge strip 30mm Ø 3mm thick ms anchor washer 6mm toughened clear glazing by specialist M8 threaded steel rod M14 brushed aluminium threaded sleeve by Aluminium Specialist bolt fixed into aluminium sleeve wood -glue /putty plug fitted flush with bottom surface of shelf U-channel aluminium strip with putty for glass fixing, top to be flush with superwood finish as per Joinery Specialist 's detail and specification 32 32 8mm painted Superwood edge strip 30mm Ø 3mm thick ms anchor washers 3mm thoughned clear glazing by specilist M8 threaded rod M14 brushed alluminium threaded sleave by Aluminium Specialst painted Superwood boards as per Joinery Specilist . Paint as per Architect approved sample . U -channel alluminium strip with putty for glass fixing, top to be flush with superwood finish as per Joinery Specialist 's detail and specification M14 brushed aluminium threaded sleeve by Aluminium Specialist 150 x40mm fixing brace fixed between rafters M8 threaded chrome rod 3mm ms anchor washers Jonery Layout Scale: 1:20 Section A Scale: 1:20 Section B Scale: 1:20 Counter Detailed Section Scale: 1:5 Bottom Fixing Detail Scale: 1:1 Perspective View Top Fixing Detail Scale: 1:1 Rafter Fixing Detail Scale: 1:5 Perspective View existing stone clad support wall existing worktop with polished timebr worktop finish existing WHB and exisiting drainage to remain new overhead counter M8 threaded chrome rod with brushed aluminium sleeve fixed to rafters as per Aluminium Specialist new ceiling bulkhead with recessed shadow lights existing stone clad support wall existing worktop with polished timebr worktop finish new overhead counter MS threaded chrome rod fixed to 80 x45mm timber support new ceiling bulkhead with recessed shadow lights t&g ceiling as per Timber Specialist ELEVATION SECTION REVISION No . Date By Description Where 1 07-07-2016 PJN Issued for Information Contractor 2 12-07-2016 PJN Issued for Information A 12-07-2016 PJN ISSUED FOR CONSTRUCTION Contractor A OPEN OPEN GSPublisherVersion 20.89.90.100 NEW ENTERTAINMENT AREA ERF 4479, SUIDERHOF, WINDHOEK for MR H ZIMMERMANN All dimensions and levels to be checked on site before any work is put in hand . All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects . Do not scale dimensions . Copyright reserved . 5 -04 printed: 2016-07-27@11:12 AM File Location: Z:\0691 Zimmermann Compliance and gazebo\DRAWINGS\2016-07-14 HSE ZIMMERMANN - Garden Pavilion - CONSTRUCTION.pln 2016 -07 -27 PJN PS /AC DRAWING DESCRIPTION : DRAWN BY : CHECKED : DRAWING SCALE : DATE DRAWN : 0691 REVISION NUMBER : PROJECT NUMBER : DRAWING NUMBER : PROJECT DESCRIPTION : Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Client : 7 Love street, PO Box 1675, Windhoek, Namibia Tel: +264 61 235 026 Fax: +264 61 239 696 http://www .stauch .com .na Architect : H. ZIMMERMANN As Shown Window - Stone Cladding Details Construction Details P. BOX 2672 WINDHOEK 9000 TEL: 061 372 500 FOR CONSTRUCTION aluminium S frame to Alumiium Specialist specifications and installation glazing to Aluminium Specialist specifications and installation RC beam as per Structural Engineer 's specifications 40 x40 x 3mm MS angle, bolted to RC beam as per Structural Engineer 's specifications 25 90 80 wire mesh, fixed to brick wall epoxy adhesive, as per Manufacturer ' s details & specifications 220mm brick wall mortar natural stone cladding, stones to be sourced locally and to be approved by Architect prior to construction 20mm max. thick stone tile 80 90 80 55 220 25 glazing to Aluminium Specialist specifications and installation glazing to Aluminium Specialist specifications and installation 80mm natural stone cladding, stones to be sourced locally and to be approved by Architect prior to construction 220mm brick wall 80mm natural stone external sill, stones to be sourced locally and to be approved by Architect prior to construction D -18 Window - Stone Clading Detail Scale: 1:2 D -19 Window - Stone Cladding Detail (Plan ) Scale: 1:2 REVISION No . Date By Description Where A 27-07-2016 PJN For Construction A GSPublisherVersion 20.89.90.100 NEW ENTERTAINMENT AREA ERF 4479, SUIDERHOF, WINDHOEK for MR H ZIMMERMANN All dimensions and levels to be checked on site before any work is put in hand . All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects . Do not scale dimensions . Copyright reserved . 5 -04 printed: 2016-07-27@11:12 AM File Location: Z:\0691 Zimmermann Compliance and gazebo\DRAWINGS\2016-07-14 HSE ZIMMERMANN - Garden Pavilion - CONSTRUCTION.pln 2016 -07 -27 PJN PS /AC DRAWING DESCRIPTION : DRAWN BY : CHECKED : DRAWING SCALE : DATE DRAWN : 0691 REVISION NUMBER : PROJECT NUMBER : DRAWING NUMBER : PROJECT DESCRIPTION : Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Client : 7 Love street, PO Box 1675, Windhoek, Namibia Tel: +264 61 235 026 Fax: +264 61 239 696 http://www .stauch .com .na Architect : H. ZIMMERMANN As Shown Window - Stone Cladding Details Construction Details P. BOX 2672 WINDHOEK 9000 TEL: 061 372 500 FOR CONSTRUCTION aluminium S frame to Alumiium Specialist specifications and installation glazing to Aluminium Specialist specifications and installation RC beam as per Structural Engineer 's specifications 40 x40 x 3mm MS angle, bolted to RC beam as per Structural Engineer 's specifications 25 90 80 wire mesh, fixed to brick wall epoxy adhesive, as per Manufacturer ' s details & specifications 220mm brick wall mortar natural stone cladding, stones to be sourced locally and to be approved by Architect prior to construction 20mm max. thick stone tile 80 90 80 55 220 25 glazing to Aluminium Specialist specifications and installation glazing to Aluminium Specialist specifications and installation 80mm natural stone cladding, stones to be sourced locally and to be approved by Architect prior to construction 220mm brick wall 80mm natural stone external sill, stones to be sourced locally and to be approved by Architect prior to construction D -18 Window - Stone Clading Detail Scale: 1:2 D -19 Window - Stone Cladding Detail (Plan ) Scale: 1:2 REVISION No . Date By Description Where A 27-07-2016 PJN For Construction A Zimmermann PAVILION design By fellow colleagues modelling, RENDERS & DOCUMENTATION by PRINCE James NCUBE & fellow colleagues 125 136 147

US Embassy, Windhoek

Stauch + Partners Architects Job Captain N$64 million (NZ$ -- million) 2015 - 2019 Renovation Located at the penthouse level, Gustav Voigts Mall’s Sky Bar is the crowing jewel of the Avani Hotel. The creation of this renovation module involved extensive demolition work, almost 70meters above street level, installation of a 1234sqm raised floor and recessed pool. - leading team measuring and preparing as-built drawings - creating client presentations and design reviews - packaging tender & construction documentation - site inspections and providing creative on-site solutions employer role project cost duration project type project description project description 20 145 100 5 145 5 145 5 +3.645 finished ceiling level +4.055 balcony slab 145x22mm thick Envirodeck cladding with open spacing joints fixed onto 30x40mm composite joists fixed vertically onto Nutec cladding at ±600mm centers 12.5mm by Gypsum Glasroc F multibooard ceiling, skimmed and painted refer Ceiling Layout DWG [M04] 2.3-01 existing precast concrete balcony wall Donn ceiling edge strip as per manufacturer's specification 5 10 cl 100 180 30 9 120 5 22 202 5 145 5 145 5 150 150 +5.425 5mm open joint fill gap with non shrink grout in-situ cast off shutter concrete with smooth finish and 10x10mm chamfered edge and drip cast in existing precast concrete balcony wall 145x22mm thick Envirodeck cladding with open spacing joints fixed onto 30x40mm composite joists fixed vertically onto Nutec cladding at ±600mm centers 9mm Everite Nutec boards as per manufacturer's detail and specifications fixed into steel sub-frame to Struc. Eng.'s detail strip down existing tiles, re-plaster and paint horizontal sliding windows in natural anodised aluminium refer Shopfront Schedule DWG [M03] 8.3.1 polysulphate sealant cl 100 158 22 30 9 120 5 145 5 145 5 150 150 20 10 5 +6.770 5mm open joint horizontal sliding windows in natural anodised aluminium refer Shopfront Schedule DWG [M03] 8.3.1 in-situ cast off shutter concrete with smooth finish and 10x10mm chamfered edge and drip cast in 9mm Everite Nutec boards as per manufacturer's detail and specifications fixed into steel sub-frame to Struc. Eng.'s detail 145x22mm thick Envirodeck cladding with open spacing joints fixed onto 30x40mm composite joists fixed vertically onto Nutec cladding at ±600mm centers 300mm min. 40 50 5 145 5 145 5 9mm Everite Nutec boards as per manufacturer's detail and specifications fixed into steel sub-frame to Struc. Eng.'s detail 145x22mm thick Envirodeck cladding with open spacing joints fixed onto 30x40mm composite joists fixed vertically onto Nutec cladding at ±600mm centers ROOFS: 0.58mm thick Brownbuilt Zincalume Klip-lok 406 roof sheeting laid at 3°/2° pitch on steel roof substructure with MS gutters and downpipes discharging onto lower roof deck as per Struc. Eng.'s detail and specification Chromadeck head-wall flashing to detail ALL STEEL SUB-STRUCTUE TO STRCTURAL ENGINEER'S DETAILS & SPECIFICATIONS 40x22mm thick cut Envirodeck cladding with open spacing joints fixed onto 30x40mm composite joists fixed vertically onto Nutec cladding at ±600mm centers scale 1:5 Detail 03 scale 1:5 Detail 02 scale 1:5 Detail 01 scale 1:5 Detail 10 - Typical Roof Flashing RENOVATIONS TO GVC Gustav Voigts Mall Upgrade GSPublisherVersion 0.99.100.100 New 110mm wide light-weight wall Existing Brickwork Demolished Brickwork. All disturbed areas to be cleaned and made good New plastered and painted 220 / 110 brick walls from ToC to U/S soffit PROJECT DESCRIPTION : printed: 2023-01-26@10:01 PM File Location: F:\PRINCE POCKET\SPA Temp Server\DRAWINGS\0722 GVC Upgrade Mall\DRAWINGS\2020-06-30 GVC Center Upgrade - AS-BUILT DOCUMENTATION.pln All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Architects : Cleint : 9th Floor Channel Life Building, 39 Post Street Mall. PO Box 1675, Windhoek, Namibia Tel . : +264 61 235 026 Fax: +264 61 239 696 http://www.stauch.com.na ORIGINAL DRAWING SIZE : A0 PURPOSE OF ISSUE: ▢ -DISCUSSION ▢-INFORMATION ▢-CONSTRUCTION REVISION NUMBER : PROJECT NUMBER : 0722 DRAWING SCALE : [M03] 4-01 1:50 2023-01-26 CV DATE DRAWN : DRAWN BY : CHECKED : DRAWING NUMBER : AVANI Restaurant & Reception - Elevations Elevations TECHNICAL DOCUMENTATION DRAWING DESCRIPTION : RENOVATIONS TO GUSTAV VOIGTS CENTRE FOR ORYX PROPERTIES LTD (PTY) ERF R/5518 Independence Avenue Windhoek NOTE: FIRE PROTECTION PLAN: THIS LAYOUT TO BE READ IN CONJUNCTION WITH SFT FIRE PROTECTION PLANS MECHANICAL VENTILATION: REFER TO SCE-MECHANICAL ENGINEER'S DRAWINGS FOR ALL MECHANICAL AND VENTILATION INSTALLATIONS LIGHT WEIGHT STEEL CONSTRUCTION: LIGHT GAUGE STEEL WALL STRUCTURE WITH APPROVED INSULATION/LIGHT-WEIGHT-CONCRETE FOR ALL WALL CAVITIES, CLAD WITH 9MM FIBRE CEMENT BOARDS C 6 000 (Envirodeck cladding) 3 450 (Envirodeck cladding) 275 11 x 605mm 8 x 605mm 560 560 8 x 605mm 8 x 605mm 8 x 605mm 8 x 605mm 560 5 x 605mm 11 x 605mm 88 450 2 850 (vertical aluminium members) 1 210 605 605 (vertical aluminium members) 605 1 210 7x full Envirodeck boards 20x full Envirodeck boards 13x full Envirodeck boards 2 500 150 2 500 450 150 450 150 450 150 450 150 450 1 050 2 850 eq eq eq eq 5 150 existing pavement level refer Finishes Schedule DWG [M03] 8.06 & Detail Tiling Plan DWG [M03] 5.1-01 refer Finishes Schedule DWG [M03] 8.06 & DWG [M03] 5.1-01 EW07 EW07 MODULE 01 wall tile as per Finishes Schedule refer DWG [M01] 8.06 S/J S/J MS SHS vertical member, as per the S.Eng's details & specifications MS SHS horizontal member, as per the S.Eng's details & specifications MS SHS horizontal member, as per the S.Eng's details & specifications 2500 x 450 x 60mm light boxes with Maywest Aluminium surround, with opal perspex face to receive vinyl print for signage, installed with LED light. Aluminium to be white all by Sign Shop All electrical points to be coordinated with the Elect. sub-contractor prior to installation MS CFLC cladding rail vertical members spaced @ 605mm c.c, all as per the S.Eng's drawings, details & specifications 30x30x2995mm powdercoated aluminium vertical member by SIS to approval, aluminium color to match Envirideck cladding. height of aluminium member to align with Envirodeck boards MALL ENTRANCE slide slide slide slide slide slide slide slide slide slide slide slide slide slide slide slide AVANI BUS PARKING cl cl cl cl S/J S/J S/J S/J S/J S/J NOTE: Typical Structural steel layout, may vary depending on actual structure NB: MS vertical cladding rail modules at 605mm c.c, where variances occur on site, revised fixing centres are to be coordinated by contractor (structural steel & Nutec cladding) and reported to Architect & S. Eng full 9mm Nutec board set out full 9mm Nutec board set out SINAGE BOX 01 SINAGE BOX 03 SINAGE BOX 05 SINAGE BOX 07 SINAGE BOX 09 SINAGE BOX 02 SINAGE BOX 04 SINAGE BOX 06 SINAGE BOX 08 SINAGE BOX 10 c/l 146x23mm Envirodeck Impression Lite Arched cladding range (Colour: Moremi - Charcoal Grey) colour sample to be submitted to the architect for approval prior to ordering, with open joints fixed to 40x30mm composite joists, which are fixed through 3600x1200x9mm Everite Nutec Plain Medium Density Boards, fixed to M/S Angle cleats, welded to M/S lipped channels and steel sub-structure as per Structural Engineer’s details and specifications. All horizontal & vertical joints to be sealed with polysulphide onto backing chord and all vertical joints should receive EPDM sealing gaskets, all as per manufacturer’s details and specifications. 412 Detail 12 - Typical Nutec Board Detail Elevation [M04] 5.2-01 5 400 16 200 5 400 5 400 5 400 5 400 24 590 2 000 22 230 360 Bus Parking FFL S.O.P S.O.P S.O.P S.O.P S.O.P S.O.P 300 S.O.P 300 S.O.P S.O.P 300 Mall FFL+0.000 Mall 635 FFL+0.000 New Avani Entrance FFL +0.635 New Avani Entrance FFL +0.635 635 eq eq eq eq eq eq eq eq 600 600 600 600 150 1 065 150 37 095 (Envirodeck cladding) refer dwg [M04] 2.1-01 1 215 (Envirodeck cladding) 8 115 (Envirodeck cladding) refer dwg [M04] 2.1-01 605 605 605 605 605 605 605 605 560 560 605 605 605 605 605 605 605 605 12° slope 'AVANI WINDHOEK HOTELS & CASINO' signage by tenant refer DLH Interior Designers drawings Stainless-steel 'Gustav Voigts' mall signage to detail stainless steel handrail fixed to side of new wall to S.Eng's detail & specifications refer Paving Layout and Balustrade Details DWG [M03] 2.5-01 wall tile as per Finishes Schedule refer DWG [M03] 8.06 (S/J) soft joints to tiling new aluminium sliding window refer Shopfront ScheduleDWG [M03] 8.3.1 line of existing precast panel behind cladding Brownbuilt apex flashing including all accessories installed as per the manufacturers specifications & details. Finish to match roof sheeting ROOFS: 0.58mm thick Brownbuilt 406 Zincalume roof sheeting laid at 2° fall, on Sisalation FR405 insulation laid over purlins in accordance with manufacturer's specifications fixed to MS roof sub-structure also in accordance with the manufacturers details & specifications Gutters: Brownbuilt Klip-Lok 406 fascia gutter laid to fall & fascia capping, with 100mm pvc downpipes, installed all in accordance with the manufacturers details & specifications, including all accessories 150x500mm OSC slab, with 10x10mm chamfered edges and drip cast in to detail, all as per the S. Eng's details & specifictions 146x23mm Envirodeck Impression Lite Arched cladding lowest FULL board, with no joint. ALL cladding to be set out from lowest board 146x23mm Envirodeck Impression Lite Arched cladding lowest FULL board, with no joint. ALL cladding to be set out from lowest board new shopfront refer Shopfront Schedule DWG [M03] 8.3.1 WECKE & VOIGTS CENTRE new shopfront refer Shopfront Schedule DWG [M03] 8.3.1 new shopfront refer Shopfront Schedule DWG [M03] 8.3.1 new shopfront refer Shopfront Schedule DWG [M03] 8.3.1 EW05 EW04 EW07 OSC wall finish refer Detail DWG [M03] 5.2-03 EW07 EW07 EW07 EW07 EW07 EW07 A B E F G H 414 Detail 14 - edge detail refer dwg. [M04] 5.2-01 lowest Envirodeck FULL board S.O.P lowest Envirodeck FULL board S.O.P FFL 0 Ground Floor FFL 0 Ground Floor FFL 1 First Floor FFL 1 First Floor FFL 2 Roof Parking FFL 2 Roof Parking 5 400 5 400 3 330 1 000 BUS PARKING FFL 3 450 (Envirodeck cladding) refer Finishes Schedule DWG [M03] 8.06 & Detail Tiling Plan DWG [M03] 5.1-01 refer Finishes Schedule DWG [M03] 8.06 & Detail Tiling Plan DWG [M03] 5.1-01 MS vertical cladding rails as per S. Eng.'s details and specifications AVANI BUS PARKING SIDE WALK new sliding door refer Door Schedule DWG [M03] 8.2-01 146x23mm Envirodeck Impression Lite Arched cladding range (Colour: Moremi - Charcoal Grey) colour sample to be submitted to the architect for approval prior to ordering, with open joints fixed to 40x30mm composite joists, which are fixed through 3600x1200x9mm Everite Nutec Plain Medium Density Boards, fixed to M/S Angle cleats, welded to M/S lipped channels and steel sub-structure as per Structural Engineer’s details and specifications. All horizontal & vertical joints to be sealed with polysulphide onto backing chord and all vertical joints should receive EPDM sealing gaskets, all as per manufacturer’s details and specifications. rececced LED strip refer Electrical Eng.'s drawings OSC Wall refer [M03] 5.2-03 10 865 1 315 (Envirodeck cladding) 11 660 (Envirodeck cladding) 12.5mm by Gypsum Glasroc F multibooard ceiling, sloped at 12° fall, skimmed and painted - refer Ceiling Layout DWG [M04] 2.3-01 signage by tenant refer DLH Interior Designers drawings stainless steel handrail fixed to side of new wall to detail refer Paving Layout and Balustrade Details DWG [M03] 2.5-01 wall tile as per Finishes Schedule refer DWG [M04] 8.05 new aluminium sliding window refer Shopfront ScheduleDWG [M03] 8.3.1 signage by tenant refer DLH Interior Designers drawings Brownbuilt apex flashing including all accessories installed as per the manufacturers specifications & details. Finish to match roof sheeting ROOFS: 0.58mm thick Brownbuilt 406 Zincalume roof sheeting laid at 2° fall, on Sisalation FR405 insulation laid over purlins in accordance with manufacturer's specifications fixed to MS roof sub-structure also in accordance with the manufacturers details & specifications Gutters: Brownbuilt Klip-Lok 406 fascia gutter laid to fall & fascia capping, with 100mm pvc downpipes, installed all in accordance with the manufacturers details & specifications, including all accessories 150x500mm OSC slab, with 10x10mm chamfered edges and drip cast in to detail, all as per the S. Eng's details & specifictions 146x23mm Envirodeck Impression Lite Arched cladding lowest FULL board, with no joint. ALL cladding to be set out from lowest board refer Ceiling Plans DWG [M03] 2.3-01 exisitng vehicular RC ramp OSC wall finish refer Detail DWG [M03] 5.2-03 plaster & painted colour as per Paint Schedule EW04 EW05 C05 lowest Envirodeck FULL board S.O.P R3 635 635 635 wall tile as per Finishes Schedule refer DWG [M03] 8.06 wall tile as per Finishes Schedule refer DWG [M03] 8.06 cl 400min. celing void celing void S/J S/J S.O.P S.O.P 195 425 230 Mall Entrance FFL ±0.000 S.O.P eq eq S.O.P New Avani Entrance FFL +0.635 Mall FFL ±0.000 signage by tenant refer DLH Interior Designers drawings (S/J) soft joints to tiling new shopfront refer Shopfront Schedule DWG [M01] 8.3.1 new shopfront refer Shopfront Schedule DWG [M03] 8.3.1 new shopfront refer Shopfront Schedule DWG [M01] 8.3.1 EW07 EW07 EW07 new shopfront refer Shopfront Schedule DWG [M03] 8.3.1 ALL STEEL SUB-STRUCTUE TO STRCTURAL ENGINEER'S DETAILS & SPECIFICATIONS CEILING VOID EW07 1 2 3 1 2 3 4 5 6 7 8 9 11 10 12 13 14 15 16 17 18 19 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 1 2 3 4 5 6 7 8 9 1011121314 15 16171819202122232425262728293031 1 2 3 4 5 6 7 8 9 11 10 12 13 14 15 16 17 18 19 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 15 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 7 8 9 101112131415161718192021 N A A B B E E F F G G H H I I K K L L N N 14 14 15 16 17 18 PB PC M M O O PA J J F F G G H H C C D D LEGEND (S/J) soft joints to tiling as per tiling specialist scale 1:50 [M04] E401 East Elevation scale 1:50 [M03] South Elevation scale 1:50 [M03] Internal Elevation - AVANI & Mall Entrance line of changeover to MODULE 01 Drawing to be read in conjunction with: 2.0-01 Key Plan First Floor [M03] 2.0-01 First Floor Plan [M03] 2.0-00 Ground Floor Plan [M03] 2.1-01 AVANI Restaurant & Reception - First Floor Plan [M03] 2.1-00 AVANI Restaurant & Reception - Ground Floor [M03] 2.2-01 First Floor Plan DEMOLITION [M03] 2.2-00 Ground Floor Plan DEMOLITION [M03] 2.3-01 Ground & First Floor - Ceiling Plans [M03] 8.05 Sanitaryware Schedule [M03] 8.06 Finishes Schedule And ALL other drawings referenced to this layout B REVISION No. Date By Description Where A 2017-06-30 PJN ISSUED FOR CONSTRUCTION B. 2017-09-04 PJN revised tiling layout, tiling codes and setting out points revised 'Avani Hotel' signage location revised Avani Entrance FFL from +0.695 to +0.635 PJN 1:50 MODULE 04 refer #Drawing Name ref. DWG #LayID(ref) MODULE 04 refer #Drawing Name ref. DWG #LayID(ref) MODULE 04 LOWER GROUND FLOOR refer Key Plan Lower Ground Floor Mall DWG 2.0-1LG MODULE 01 refer General Reference Layouts DWG [M01] 2.0-00 ALL EXISTING

Stauch and Partners Architects Job Captain // Project Architect [SD|DD|CD|CA|C] N$160 million (NZ$ 10.3million) 2017 - 2020 Located at the penthouse level, Gustav Voigts Mall’s Sky Bar is the crowing jewel of the Avani Hotel. The creation of this renovation module involved extensive demolition work, almost 70meters above street level, installation of a 1234sqm raised floor and recessed pool. - leading team measuring and preparing as-built drawings - creating client presentations and design reviews - packaging tender & construction documentation - site inspections and providing creative on-site solutions employer role project cost duration project description project description Avani Sky Bar GSPublisherVersion 0.99.100.100 New 110mm wide light-weight wall NOTE: Existing Brickwork Demolished Brickwork. All disturbed areas to be cleaned and made good New plastered and painted 220 / 110 brick walls from ToC to U/S soffit ORIGINAL DRAWING SIZE : A0 PURPOSE OF ISSUE: ▢ -DISCUSSION ▢-INFORMATION ▢-CONSTRUCTION REVISION NUMBER : PROJECT NUMBER : 0722 DRAWING SCALE : DATE DRAWN : DRAWN BY : CHECKED : DRAWING DESCRIPTION : PROJECT DESCRIPTION : ACC 2023-01-26 Detailed Sections D1, D2, F1, F2, G1 & J1 Detailed Sections TECHNICAL DOCUMENTATION [M05] 5.3-11 printed: 2023-01-26@10:02 PM File Location: F:\PRINCE POCKET\SPA Temp Server\DRAWINGS\0722 GVC Upgrade Mall\DRAWINGS\2020-06-30 GVC Center Upgrade - AS-BUILT DOCUMENTATION.pln All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Architects : Cleint : DRAWING NUMBER : RENOVATIONS TO GUSTAV VOIGTS CENTRE FOR ORYX PROPERTIES LTD (PTY) ERF R/5518 Independence Avenue Windhoek 9th Floor Channel Life Building, 39 Post Street Mall. PO Box 1675, Windhoek, Namibia. Tel: +264 61 235 026 Fax: +264 61 239 696 http://www.stauch.com.na NOTE: FIRE PROTECTION PLAN: THIS LAYOUT TO BE READ IN CONJUNCTION WITH SFT FIRE PROTECTION PLANS MECHANICAL VENTILATION: REFER TO SCE-MECHANICAL ENGINEER'S DRAWINGS FOR ALL MECHANICAL AND VENTILATION INSTALLATIONS LIGHT WEIGHT STEEL CONSTRUCTION: LIGHT GAUGE STEEL WALL STRUCTURE WITH APPROVED INSULATION/LIGHT-WEIGHT-CONCRETE FOR ALL WALL CAVITIES, CLAD WITH 9MM FIBRE CEMENT BOARDS 1:20 2 700 DT-505 [M05] 5.3-13 DT-506 [M05] 5.3-13 Counter Flashing Head wall Flashing S10 Clip to be fixed as per engineers drawings Existing Concrete Shaft Wall New roof strusses as per engineers drawings Ceiling by tenant Floor Finish by others on composite floor by structural engineer MS lipped channels to be fixed to substructure made up of MS bearers and footings supported on existing concrete slab ceiling void DT-510 [M05] 5.3-13 NEW FFL 150 850 16.67mm thick clear toughened laminated safety glass, wedge fixed into channel profile in strict accordance to manufacturer's specifications, as per Specialist installation 30mm x 25mm x 2mm thick stainless steel Bohle BO5215253 End Cap and Bohle BO5215277 Corner Clamps to entire length of glass balustrade, or equal approved as per Specialist installation Steel Trusses butt-jointed into I-Beam to Structural Engineers Details & Specifications I-Beam fixed to top of Steel Columns to Structural Engineers Details & Specifications Box-gutter with fixing to Structural Engineers Details & Specifications New Reinforced Concrete Beam to Structural Engineers Design and Specifications - plastered & painted NOTE: GLASS PANELS AT 1250mm MAX. LENGTHS, WITH 10mm GAPS [M05] Detailed Louvre Layout REFER DWG [M05] 5.3-08 Pool Layout & Details REFER DWG [M05] 5.3-07 DT-509 [M05] 5.3-13 DT508 [M05] 5.3-13 Composite decking and support structure by specialist complete with all spacers and joists. Cleats fixed to Rectangular Hollow Section Box Frame as per Engineers Details. Coustom-made Mild Steel Louvres, bolted with 2 off Galvanised Bolts into Cleats as per Engineers Details. 25x25mm shadowline recess in concrete beam RHS Steel Column with base plate fixed to engineers details I-Beam fixed to top of Steel Columns to Structural Engineers Details & Specifications Steel Trusses butt-jointed into I-Beam to Structural Engineers Details & Specifications Aluminium Automated Sliding Door as per Shopfront Schedule REFER DWG. [M05] 8.3-08 14th Floor Rooftop - Shopfront Schedule Composite floor laid on top of MS lipped channels joists. Size and spacing as per engineers specifications. Substructure made up of MS bearers and footings supported on existing concrete slab Composite Decking laid by specialist on substructure to engineers specification. Ceiling by tenant Composite decking and support structure by specialist complete with all spacers and joists. "VIS & Index Fidia MS" waterproofing, laid as per manufacturer's detail and spec. 25x40x1,6mm Mild Steel joists at spacing to decking specialist on spacers at different lengths to accommodate fall INTERNAL AND EXTERNAL FLOOR FINISH TO BE AT SAME LEVEL 3100mm above FFL 850 225 100 75 Cladding Rails fixed to I-Beam to Structural Engineers Details & Specifications Custom bent chromadek capping in approved colour fixed over Nutec fascia cladding Steel Trusses butt-jointed into I-Beam to Structural Engineers Details & Specifications Spacer by shopfront specialist to stabilize and fix shopfront to steel structure 9mm Nutec strip fixed to cladding rails. FC Sheet to be skimmed, primed and painted. Colour to Finishing Schedule. Interior finish by tenant Sill to slope to outside Stainless Steel Handrail to be fitted as per THS Fascade Engineer; refer report T4508 dated: 12 April 2017 Reinforced Concrete Beam to Structural Engineers Design and Specifications Existing pre-cast panel plastered and painted 25x25mm shadowline recess ceiling void DT-502 [M05] 5.3-13 590 FFL Silicone sealant to approved colour Polysulphide sealant to approved colour outside inside outside inside NOTE: ALUMINIUM PROFILES TO CONFORM TO APPROVED SHOPFRONT SECTIONS outside inside 1,150 850 225 I-Beam fixed to top of Steel Columns to Structural Engineers Details & Specifications Custom bent chromadek capping in approved colour fixed over Nutec fascia cladding 9mm Nutec Fibre Cement sheet fixed to cladding rails. FC Sheet to be skimmed, primed and painted. Colour to Finishing Schedule. Cladding Rails fixed to I-Beam to Structural Engineers Details & Specifications Louvre as per Mechanical Engineers details and specifications Reinforced Concrete Beam to Structural Engineers Design and Specifications RHS Steel Column welded continuously to base plate plastered and painted MS lipped channels to be fixed to substructure made up of MS bearers and footings standing on existing concrete slab 9mm Nutec Fibre Cement sheet fixed to Light weight steel structure to be designed, supplied and installed by specialist. Cavity to be filled with Rockwool by specialist. Custom bent chromadek flashing in approved colour fixed over Nutec fascia cladding Cladding Rails fixed to I-Beam to Structural Engineers Details & Specifications 9mm Nutec Fibre Cement sheet fixed to cladding rails. FC Sheet to be skimmed, primed and painted. Colour to Finishing Schedule. 25x25mm Shadowline recess Composite floor laid on top of MS lipped channels joists. Size and spacing as per engineers specifications. CL ceiling void FFL Rectagrid RS 40 to be fixed to IPE steel beams as designed and specified by structural engineer. IPE 200 steel joists to be fixed between I-sections on spacing and design per engineers specifications. Steel Trusses with roof sheeting under rectagrid. also see engineers plans and details for discharge of all stormwater Ceiling by tenant I-section to be fixed between 200x200mm Steel columns to engineers details. Polysulphide sealant to approved colour Polyclosures to be installed to manufacturers specifications S10 Clip to be fixed as per engineers drawings Head wall Flashing Counter Flashing to be cut into existing RC wall as shown. Make good around cut-line. New ceiling to interior designers specifications Rectagrid RS 40 to be fixed to IPE steel beams as designed and specified by structural engineer. IPE 200 steel joists to be fixed between I-sections on spacing and design per engineers specifications. Steel Trusses with roof sheeting under rectagrid. also see engineers plans and details for discharge of all stormwater I-section to be fixed between 200x200mm Steel columns to engineers details. ceiling void inside outside 1,150 850 225 I-Beam fixed to top of Steel Columns to Structural Engineers Details & Specifications Custom bent chromadek capping in approved colour fixed over Nutec fascia cladding 9mm Nutec Fibre Cement sheet fixed to cladding rails. FC Sheet to be skimmed, primed and painted. Colour to Finishing Schedule. Cladding Rails fixed to I-Beam to Structural Engineers Details & Specifications Louvre as per Mechanical Engineers details and specifications Reinforced Concrete Beam to Structural Engineers Design and Specifications RHS Steel Column welded continuously to base plate plastered and painted MS lipped channels to be fixed to substructure made up of MS bearers and footings standing on existing concrete slab 9mm Nutec Fibre Cement sheet fixed to Light weight steel structure to be designed, supplied and installed by specialist. Cavity to be filled with Rockwool by specialist. Composite floor laid on top of MS lipped channels joists. Size and spacing as per engineers specifications. CL FFL Rectagrid RS 40 to be fixed to IPE steel beams as designed and specified by structural engineer. IPE 200 steel joists to be fixed between I-sections on spacing and design per engineers specifications. Steel Trusses with roof sheeting under rectagrid. also see engineers plans and details for discharge of all stormwater Ceiling by tenant I-section to be fixed between 200x200mm Steel columns to engineers details. Polysulphide sealant to approved colour ceiling void outside inside DT-518 Detail [M05] 5.3-12 850 225 100 FFL +1 657.339 NEW FFL Cladding Rails fixed to I-Beam to Structural Engineers Details & Specifications Custom bent chromadek capping in approved colour fixed over Nutec fascia cladding Steel Trusses butt-jointed into I-Beam to Structural Engineers Details & Specifications Spacer by shopfront specialist to stabilize and fix shopfront to steel structure 9mm Nutec strip fixed to cladding rails. FC Sheet to be skimmed, primed and painted. Colour to Finishing Schedule. Interior finish by tenant ceiling void outside inside NOTE: ALUMINIUM PROFILES TO CONFORM TO APPROVED SHOPFRONT SECTIONS ALL SUBSTRUCTURE OF RAISED FLOOR AS PER STRUCTURAL ENGINEER'S DETAIL AND SPECIFICATION NOTE: GLASS PANELS AT 1250mm MAX. LENGTHS, WITH 10mm GAPS scale 1:20 DETAILED SECTION D1 scale 1:20 DETAILED SECTION D2 scale 1:20 DETAILED SECTION F1 scale 1:20 DETAILED SECTION F2 scale 1:20 DETAILED SECTION G1 scale 1:20 DETAILED SECTION J1 REVISION No. Date By Description Where A 2017-06-30 PJN ISSUED FOR CONSTRUCTION HK A GSPublisherVersion 0.99.100.100 New 110mm wide light-weight wall NOTE: Existing Brickwork Demolished Brickwork. All disturbed areas to be cleaned and made good New plastered and painted 220 / 110 brick walls from ToC to U/S soffit ORIGINAL DRAWING SIZE : A0 PURPOSE OF ISSUE: ▢ -DISCUSSION ▢-INFORMATION ▢-CONSTRUCTION REVISION NUMBER : PROJECT NUMBER : 0722 DRAWING SCALE : DATE DRAWN : DRAWN BY : CHECKED : DRAWING DESCRIPTION : PROJECT DESCRIPTION : ACC 2023-01-26 Details & Typical Details 02 Detailed Sections TECHNICAL DOCUMENTATION [M05] 5.3-13 printed: 2023-01-26@10:02 PM File Location: F:\PRINCE POCKET\SPA Temp Server\DRAWINGS\0722 GVC Upgrade Mall\DRAWINGS\2020-06-30 GVC Center Upgrade - AS-BUILT DOCUMENTATION.pln All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Architects : Cleint : DRAWING NUMBER : RENOVATIONS TO GUSTAV VOIGTS CENTRE FOR ORYX PROPERTIES LTD (PTY) ERF R/5518 Independence Avenue Windhoek 9th Floor Channel Life Building, 39 Post Street Mall. PO Box 1675, Windhoek, Namibia. Tel: +264 61 235 026 Fax: +264 61 239 696 http://www.stauch.com.na NOTE: FIRE PROTECTION PLAN: THIS LAYOUT TO BE READ IN CONJUNCTION WITH SFT FIRE PROTECTION PLANS MECHANICAL VENTILATION: REFER TO SCE-MECHANICAL ENGINEER'S DRAWINGS FOR ALL MECHANICAL AND VENTILATION INSTALLATIONS LIGHT WEIGHT STEEL CONSTRUCTION: LIGHT GAUGE STEEL WALL STRUCTURE WITH APPROVED INSULATION/LIGHT-WEIGHT-CONCRETE FOR ALL WALL CAVITIES, CLAD WITH 9MM FIBRE CEMENT BOARDS 1:10, 1:5 ceiling level 4000mm max. above FFL top of Brownbuilt parapet capping 50 max. top of new WV Lightweight wall top of new MS RHS column 78 60 c.c spacing as per manufacturers details & specs. c.c spacing as per manufacturers details & specs. eq eq 850 25 foam backing cord & Sikaflex Construction+ polysulphide sealant onto backing chord pushed into open vertical & horizontal joints, surface to be cleaned & brushed off, then apply Sika Primer-3N, all in accordance with the manufacturer's details & specs. countersunk self tapping screws, fixed vertically into MS cladding rails @ 300mm c.c, with epoxy filler sanded flush with board, all as per the manufacturer's details MS roof trusses, all as per the S.Eng's drawings, details & specifications MS RHS columns as per S. Eng's details & specifications, primed and painted as per Paint Schedule 50mm max. Brownbuilt parapet capping, flashing & counter flashing fixed to 9mm Nutec boards, including all accessories installed as per the manufacturers specifications & details, all by the roofing specialist sub-contractor. Painted to match Nutec board colour, as per Paint Schedule 0.58mm thick Brownbuilt 406 Zincalume roof sheeting laid at 1° fall, on Sisalation FR405 insulation laid over purlins in accordance with manufacturer's specifications fixed to MS roof sub-structure also in accordance with the manufacturers details & specifications MS RHS fixed to MS SHS & MS roof truss, all as per the S.Eng's drawings, details & specifications 80mm EPDM gasket fixed to structure, as per manufacturers specifications Donn ceiling shadow line strip, fixed to MS RHS, by others MS RHS columns as per S. Eng's details & specifications, primed and painted as per Paint Schedule ceiling void ceiling by tenant 9mm Everite Nutec Plain Medium Density Boards, fixed to horizontal M/S cleats, all as per the manufacturer's details & specifications. Edge of board to be inline / same board as WV wall below. Painted as per Paint Schedule New aluminium shopfronts fixed onto RC beam and between RHS columns, ALL in strict accordance with THS & Associates Technical Specification for Glazed Aluminium Shopfronts & Doors document (Ref:T4508) outside c/l inside top of Brownbuilt parapet capping ceiling level 4000mm max. above FFL eq eq 125 ceiling void ceiling by tenant top cord of MS roof truss bottom cord of MS roof truss skimmed ceiling refer Finishes Schedule 50mm max. Brownbuilt parapet capping & flashing fixed to 9mm Nutec boards, including all accessories installed as per the manufacturers specifications & details, all by the roofing specialist sub-contractor. Painted to match Nutec board colour, as per Paint Schedule 0.58mm thick Brownbuilt 406 Zincalume roof sheeting laid at 1° fall, on Sisalation FR405 insulation laid over purlins in accordance with manufacturer's specifications fixed to MS roof sub-structure also in accordance with the manufacturers details & specifications MS I-Beam, welded & fixed to MS roof truss, all as per the S.Eng's drawings, details & specifications MS roof trusses, all as per the S.Eng's drawings, details & specifications MS RHS fixed to u/s of I-Beam, all as per the S.Eng's drawings, details & specifications filler piece by Aluminium shopfront sub-contractor New aluminium shopfronts fixed onto RC beam and between RHS columns, ALL in strict accordance with THS & Associates Technical Specification for Glazed Aluminium Shopfronts & Doors document (Ref:T4508) MS RHS columns as per S. Eng's details & specifications, primed and painted as per Paint Schedule New aluminium sliding door, ALL in strict accordance with THS & Associates Technical Specification for Glazed Aluminium Shopfronts & Doors document (Ref:T4508) Donn ceiling shadow line strip, fixed to MS RHS, by others inside outside c/l NOTE: ALUMINIUM PROFILES TO CONFORM TO APPROVED SHOPFRONT SECTIONS C05 new FFL floor finish by tenant New aluminium sliding door, ALL in strict accordance with THS & Associates Technical Specification for Glazed Aluminium Shopfronts & Doors document (Ref:T4508) Envirodeck Legacy decking as per finishes schedule, installed on 30x40mm composite joists & pedestals used as spacers, as per manufacturer's detail & specification MS IPE as per S. Eng's details & specifications MS CFLC purlin, as per S.Eng's details & specifications waterproofing & floor buildup, fixed onto MS CFLC, all as per S.Eng's details & specifications Interior floor finish all as per Tenant installation Internal raised floor build-up, all as per the S. Eng's details & specifications MS RHS beam, as per S.Eng's details & specifications gap to be filled by Aluminium Shopfront specialist sub-contractor inside outside NOTE: ALUMINIUM PROFILES TO CONFORM TO APPROVED SHOPFRONT SECTIONS ceiling level 4000mm max. above FFL top of Brownbuilt parapet capping 50 max. top of new WV Lightweight wall top of new MS RHS column 78 60 c.c spacing as per manufacturers details & specs. c.c spacing as per manufacturers details & specs. eq eq 875 9mm Nutec Fibre Cement sheet fixed to Light weight steel structure to be designed, supplied and installed strictly in accordance with WV Construction specialist sub-contractor details Entire face to be Primed & Painted as per Paint Schedule foam backing cord & Sikaflex Construction+ polysulphide sealant onto backing chord pushed into open vertical & horizontal joints, surface to be cleaned & brushed off, then apply Sika Primer-3N, all in accordance with the manufacturer's details & specs. countersunk self tapping screws, fixed vertically into MS cladding rails @ 300mm c.c, with epoxy filler sanded flush with board, all as per the manufacturer's details MS roof trusses, all as per the S.Eng's drawings, details & specifications MS RHS columns as per S. Eng's details & specifications, primed and painted as per Paint Schedule 50mm max. Brownbuilt parapet capping, flashing & counter flashing fixed to 9mm Nutec boards, including all accessories installed as per the manufacturers specifications & details, all by the roofing specialist sub-contractor. Painted to match Nutec board colour, as per Paint Schedule 0.58mm thick Brownbuilt 406 Zincalume roof sheeting laid at 1° fall, on Sisalation FR405 insulation laid over purlins in accordance with manufacturer's specifications fixed to MS roof sub-structure also in accordance with the manufacturers details & specifications MS RHS fixed to MS SHS & MS roof truss, all as per the S.Eng's drawings, details & specifications 80mm EPDM gasket fixed to structure, as per manufacturers specifications Donn ceiling shadow line strip, fixed to MS RHS, by others ceiling void ceiling by tenant 9mm Everite Nutec Plain Medium Density Boards, fixed to horizontal M/S cleats, all as per the manufacturer's details & specifications. Edge of board to be inline / same board as WV wall below. Painted as per Paint Schedule outside c/l inside 125 top of Brownbuilt parapet capping ceiling level 4000mm max. above FFL 0.58mm thick Brownbuilt 406 Zincalume roof sheeting laid at 1° fall, on Sisalation FR405 insulation laid over purlins in accordance with manufacturer's specifications fixed to MS roof sub-structure also in accordance with the manufacturers details & specifications 50mm max. Brownbuilt parapet capping & flashing fixed to 9mm Nutec boards, including all accessories installed as per the manufacturers specifications & details, all by the roofing specialist sub-contractor. Painted to match Nutec board colour, as per Paint Schedule MS roof trusses, all as per the S.Eng's drawings, details & specifications 0.58mm Brownbuilt ridge flashings including all accessories, bent and fixed to Brownbuilt roof sheeting as per the manufacturers specifications, all by the roofing specialist sub-contractor. Finish to match roof sheeting MS CFLC, all as per the S.Eng's drawings, details & specifications ceiling void bottom cord of MS roof truss top cord of MS roof truss ceiling by tenant 50 max. top of Brownbuilt parapet capping ceiling level 4000mm max. above FFL 118 c.c spacing as per manufacturers details & specs. c.c spacing as per manufacturers details & specs. 875 eq eq 100 125 200 400 55 50mm max. Brownbuilt parapet capping & flashing fixed to 9mm Nutec boards, including all accessories installed as per the manufacturers specifications & details, all by the roofing specialist sub-contractor. Painted to match Nutec board colour, as per Paint Schedule foam backing cord & Sikaflex Construction+ polysulphide sealant onto backing chord pushed into open vertical & horizontal joints, surface to be cleaned & brushed off, then apply Sika Primer-3N, all in accordance with the manufacturer's details & specs. countersunk self tapping screws, fixed vertically into MS cladding rails @ 300mm c.c, with epoxy filler sanded flush with board, all as per the manufacturer's details MS roof trusses, all as per the S.Eng's drawings, details & specifications Donn ceiling shadow line strip, fixed to MS RHS, by others Galvanized sheet metal gutter, with overflow, fixed to MS roof trusses, all as per the S.Eng's drawings, details & specifications MS RHS fixed to MS SHS & MS roof truss, all as per the S.Eng's drawings, details & specifications MS RHS fixed to MS SHS & MS roof truss, all as per the S.Eng's drawings, details & specifications MS SHS & MS roof truss, all as per the S.Eng's drawings, details & specifications u/s MS RHS painted to match skimmed ceiling colour, all as per Paint Schedule Recess made up of 9mm Skimmed Gypsum Board Ceiling fixed to Donn 38 ceiling substructure suspended from existing RC soffit maximum water level ceiling void bottom cord of MS roof truss top cord of MS roof truss skimmed ceiling refer Finishes Schedule overflow by S. Eng 0.58mm thick Brownbuilt 406 Zincalume roof sheeting laid at 1° fall, on Sisalation FR405 insulation laid over purlins in accordance with manufacturer's specifications fixed to MS roof sub-structure also in accordance with the manufacturers details & specifications 9mm Everite Nutec Plain Medium Density Boards, fixed to horizontal M/S Angle cleats, all as per the manufacturer's details & specifications. Painted as per Paint Schedule 80mm EPDM gasket fixed to structure, as per manufacturers specifications face of 9mm Everite Nutec board, to line up with new RC beam below LED strip light as per the E.Eng's details & specifications outside c/l C05 C03 NEW FFL eq eq 9mm Nutec Fibre Cement sheet fixed to Light weight steel structure to be designed, supplied and installed strictly in accordance with WV Construction specialist sub-contractor details Entire face to be Primed & Painted as per Paint Schedule RC beam, as per the S. Eng's details & specifications, to be painted as per Paint Schedule existing precast concrete panel Interior floor finish all as per Tenant installation MS IPE beam, all as per the S.Eng's drawings, details & specifications CFLC, all as per the S.Eng's drawings, details & specifications Internal raised floor build-up, all as per the S. Eng's details & specifications c/l outside inside scale 1:5 DETAIL 513 - Typical Fascia Gable roof detail scale 1:5 DETAIL 509 - Typical Shopfront / MS Beam detail scale 1:5 DETAIL 510 scale 1:5 DETAIL 511 scale 1:5 DETAIL 508 - Typical Ridge detail scale 1:5 DETAIL 507 - Fascia detail DETAIL 512 - Typical Fascia Gable roof detail scale 1:5 D REVISION No. Date By Description Where A 2017-06-30 PJN ISSUED FOR CONSTRUCTION B 2018-06-14 CV ALL DETAILS REVISED C 2018-07-16 CV Fascia detail revised - 25mm MS member below sliding section revised D 2018-07-27 CV LED ligth strip & black recess strip added MS member below shopfront updated CV

Stauch and Partners Architects Job Captain // Project Architect N$160 million (NZ$ 10.3million) 2017 - 2020 New Develpment employer role project cost duration project type Elisenhiem Village Mall GSPublisherVersion 85.64.64.100 ORIGINAL DRAWING SIZE : A0 PURPOSE OF ISSUE: -DISCUSSION -INFORMATION -CONSTRUCTION REVISION NUMBER : PROJECT NUMBER : DRAWING SCALE : DATE DRAWN : DRAWN BY : CHECKED : DRAWING DESCRIPTION : 7-03 printed: 2019-08-09@1:05 PM File Location: BIMcloud: SAP-VBIM-001 - BIMcloud Basic for ARCHICAD 22/0770 Elisenheim Retail/2019-06-24 Urban Village at Elisenheim - TECHNICAL DOCUMENTATION All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. DRAWING NUMBER : PROJECT DESCRIPTION : Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Architects : Cleint : URBAN VILLAGE @ELISENHEIM NEW COMMERCIAL DEVELOPMENT FOR ORYX PROPERTIES LTD ON ERF 422 ELISENHEIM 9TH FLOOR, CHANNEL LIFE BUILDING, POST STREET MALL, P O BOX 1675, WINDHOEK, NAMIBIA, TEL +264 61 235 026, FAX +264 61 239 696 http://www.stauch.com.na [email protected] ORYX PROPERTIES LTD 0770 HKK HKK STAGE 04: TECHNICAL DOCUMENTATION METALWORKS - PERGOLA 1 DETAILS SUNDRY AND METALWORKS ISSUED FOR CONSTRUCTION 1:50 A 2019-08-09 REVISION Rev Date By ID Description A 2019-08-09 PJN A ISSUE FOR CONSTRUCTION 38 38 2 817 76 76 2 710 38 38 787 7 860 7 860 787 38 38 2 710 76 76 2 817 38 38 400 4 600 150 100 152 1 848 2 969 2 824 2 824 2 969 38 2 931 2 824 825 7 860 7 860 825 2 824 2 931 38 5 000 250 2 000 250x250mm SHS posts on baseplate cast into R.C. stub-column 250x250mm SHS beam with chamfered ends C152x76mm MS channel section fixed on top of beams to engineers details 152x152mm H-section fixed on top of beams to engineers details. 30-50mm Ø CCA treated timber lattice to lie between sections and fixed to engineers details seating and planter as per Architects details on DRW. No. 5.3-18 100x100mm SHS posts fixed to beam and post 250x250mm SHS posts on baseplate cast into R.C. stub-column 250x250mm SHS beam with chamfered ends C152x76mm MS channel section fixed on top of beams to engineers details 152x152mm H-section fixed on top of beams to engineers details. 30-50mm Ø CCA treated timber lattice to lie between sections and fixed to engineers details seating and planter as per Architects details on DRW. No. 5.3-18 100x100mm SHS posts fixed to beam and post Stainless Steel cable or similar and approved by Architect and specialist supplier FFL +1 562.670 Ground Floor 465 4 585 150 100 152 1 848 5 050 250 2 000 38 38 1 586 76 76 1 586 38 38 587 125 125 587 38 38 1 586 76 76 1 586 38 38 38 1 700 1 700 750 750 1 700 1 700 38 1 738 1 700 1 700 1 738 250x250mm SHS posts on baseplate cast into R.C. stub-column 250x250mm SHS beam with chamfered ends C152x76mm MS channel section fixed on top of beams to engineers details 152x152mm H-section fixed on top of beams to engineers details. 30-50mm Ø CCA treated timber lattice to lie between sections and fixed to engineers details seating and planter as per Architects details on DRW. No. 5.3-18 100x100mm SHS posts fixed to beam and post FFL +1 562.670 Ground Floor DT 231 DT 231 DT 232 DT 232 DT 233 DT 233 DT 234 DT 234 38 38 1 585 76 76 1 624 750 750 1 624 76 76 1 585 38 38 38 38 2 817 76 76 2 710 38 38 787 7 860 7 860 787 38 38 2 710 76 76 2 817 38 38 1 700 1 700 750 750 1 700 1 700 2 930 2 825 825 7 860 7 860 825 2 825 2 930 1 700 1 700 750 750 1 700 1 700 25 25 3 087 RC ROOF SLAB RC ROOF SLAB DT 236 DT 237 E08 NORTH ELEVATION - TENANT PERGOLA ROOF SHEETING ROOF SHEETING ROOF SHEETING ROOF SHEETING ROOF SHEETING ROOF SHEETING MAIN PERGOLA 01 a/9 38 1 700 1 700 625 250 625 1 700 1 700 38 250x250mm SHS posts on baseplate cast into R.C. stub-column 250x250mm SHS beam with chamfered ends a/b a/c a/e a/f a/g 5 000 250 152 1 848 DT-231 Pergola 1: Longitudinal Section scale 1:50 DT-233 Pergola 1: Cross Section scale 1:50 DT-230 Pergola 1 - Detailed Plan Layout scale 1:50 DT-234 PERGOLA 1 - South Elevation scale 1:50 DT-232 PERGOLA 1 - West Elevation scale 1:50 GSPublisherVersion 146.58.58.100 ORIGINAL DRAWING SIZE : A0 PURPOSE OF ISSUE: -DISCUSSION -INFORMATION -CONSTRUCTION REVISION NUMBER : PROJECT NUMBER : DRAWING SCALE : DATE DRAWN : DRAWN BY : CHECKED : DRAWING DESCRIPTION : 7-10 printed: 2019-10-09@3:56 PM File Location: BIMcloud: SAP-VBIM-001 - BIMcloud Basic for ARCHICAD 22/0770 Elisenheim Retail/2019-06-24 Urban Village at Elisenheim - TECHNICAL DOCUMENTATION All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. DRAWING NUMBER : PROJECT DESCRIPTION : Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Architects : Cleint : URBAN VILLAGE @ELISENHEIM NEW COMMERCIAL DEVELOPMENT FOR ORYX PROPERTIES LTD ON ERF 422 ELISENHEIM 9TH FLOOR, CHANNEL LIFE BUILDING, POST STREET MALL, P O BOX 1675, WINDHOEK, NAMIBIA, TEL +264 61 235 026, FAX +264 61 239 696 http://www.stauch.com.na [email protected] ORYX PROPERTIES LTD 0770 PJN YO STAGE 04: TECHNICAL DOCUMENTATION METALWORK - STAIR C-FF4.0 GYM SUNDRY AND METALWORKS ISSUED FOR INFORMATION ONLY 1:50, 1:5 3 2019-10-08 REVISION Rev Date By ID Description 3 2 1 2019-10-08 2019-10-04 2019-09-12 PJN PJN PJN R-129 R-117 00_ Village - added dimentions to balustrades Village - revised steel staircase from layout (dogleg to L-stair) ISSUED FOR INFORMATION AND COORDINATION 11 12 13 I #Element ID shopfront as per Shopfront Schedules shopfront as per Shopfront Schedules shopfront as per Shopfront Schedules 1 2 3 4 5 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 1 575 880 2 320 3 606 1 700 5 760 2 300 9 780 2 325 1 280 980 brickwork under landing slab as per Struc. Eng.'s specifications 50mm Ø stainless steel handrail rwp C-GF4.0 Gym C-GF3.0 Retail DOUBLE VOLUME risers: 170mm treads: 320mm 2 4 6 8 10 12 14 16 18 20 22 24 FFL +1 562.670 Ground Floor FFL+1 566.570 First Floor +1 566.270 u/s r.c soffit +1 562.620 TOC +1 567.570 +1 563.518 landing +1 566.570 landing848 3 052 2 000 5 490 6 730 900 1 000 1 050 100 805 145 6 525 1 815 structural steel stair stringer as per Struc. Eng.'s specifications 50mm Ø stainless steel handrail 50mm Ø stainless steel handrail final tread 11 13 12 I 220 1 700 5 765 2 315 220 9 780 1 030 1 140 100 220 2 270 1 140 C-FF5.0 Gym 55.8 m2 shopfront as per Shopfront Schedules shopfront as per Shopfront Schedules 850 high balustrade wall with steel handrail shopfront as per Shopfront Schedules 1000 high steel balustrade 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 stainless steel handrail C-FF4.0 Gym 64.5 m2 risers: 170mm treads: 320mm rwp rwp DOUBLE VOLUME 2 4 6 8 10 12 14 16 18 20 22 24 DT-285 Handrail Post - Connection Detail 7-10 855 145 FFL +1 562.670 Ground Floor FFL+1 566.570 First Floor +1 566.270 u/s r.c soffit +1 562.620 TOC +1 563.518 landing +1 566.570 landing 848 3 052 +1 567.570 50 1 140 50 50 1 000 145 710 145 1 000 1 000 I M8 1000 at Landings and First Floor 145 710 145 stailess steel hex socket counter screw with allen key, filled to be flush with stainless steel cleat on reverse side 50mm Ø stailess steel handrail with stailless steel cleats at centres, fixed to handrail post as per Structural Engineer's details and specifications top steel flat bar fixed to balustrade post as per Structural Engineer's detials and specifications 5mm Ø black nylon rope woven thorugh top and bottom steel flat-bars steel balustrade post fixed to stringer as per Structural Engineer's details bottom steel flat bar fixed to balustrade post as per Structural Engineer's detials and specifications 5mm Ø black nylon rope woven thorugh top and bottom steel flat-bars timber tread onto fixing plate as per Structural Engineer's details and specifications tread plate 900 at Stair Balustrades FFL of tread or landing DT-270 C-GF4.0 Staircase Ground Floor Detailed Plan scale 1:50 DT-269 C-GF4.0 staircase section scale 1:50 DT-275 C-FF4.0 Staircase First Floor Detailed Plan scale 1:50 DT-274 C-GF4.0 staircase section scale 1:50 DT-285 Handrail Post - Connection Detail scale 1:5 9-12 C-GF4.0 GYM Staircase - Interior Perspective ALL STRUCTURAL MEMBER SIZES AND BALUSTRADES TO STRUCTURAL ENGINEER'S SPECIFICATION

GSPublisherVersion 141.58.58.100 ORIGINAL DRAWING SIZE : A0 PURPOSE OF ISSUE: -DISCUSSION -INFORMATION -CONSTRUCTION REVISION NUMBER : PROJECT NUMBER : DRAWING SCALE : DATE DRAWN : DRAWN BY : CHECKED : DRAWING DESCRIPTION : 2.1-00.2 printed: 2019-10-04@11:44 AM File Location: BIMcloud: SAP-VBIM-001 - BIMcloud Basic for ARCHICAD 22/0770 Elisenheim Retail/2019-06-24 Urban Village at Elisenheim - TECHNICAL DOCUMENTATION All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. DRAWING NUMBER : PROJECT DESCRIPTION : Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Architects : Cleint : URBAN VILLAGE @ELISENHEIM NEW COMMERCIAL DEVELOPMENT FOR ORYX PROPERTIES LTD ON ERF 422 ELISENHEIM 9TH FLOOR, CHANNEL LIFE BUILDING, POST STREET MALL, P O BOX 1675, WINDHOEK, NAMIBIA, TEL +264 61 235 026, FAX +264 61 239 696 http://www.stauch.com.na [email protected] ORYX PROPERTIES LTD 0770 PJN YO STAGE 04: TECHNICAL DOCUMENTATION GROUND FLOOR PLAN - PART 2 - VILLAGE Construction Plan ISSUED FOR CONSTRUCTION 1:100 G 2019-10-04 REVISION Rev Date By ID Description G 9 F E D 8 C 7 B 2019-10-04 2019-09-12 2019-09-03 2019-08-23 2019-08-05 2019-06-20 2019-06-18 2019-06-03 2019-05-03 PJN PJN PJN PJN PJN PJN AP PJN PJN R-126 R-117 R-113 R-112 R-80 R-79 R-78 R-77 00_ R-58 R-51 R-33 R-25 R-24 R-20 R-18 R-11 R-09 R-08 R-07 Village - added door specification to DT-28; revised areas of C-GF5.0; C-GF5.1; C-GF5.3 Village - revised steel staircase from layout (dogleg to L-stair) Village - revised Shopfront SF-08 with door swing + revised steel staircase design + added shopfront at SF-26 (GF22) & SF-25 (FF21) + concrete ledge above Drypack Stonework + moved RWP at gridline-12 to cl column + moved Tenant sign & power point Anchor - updated detail reference numbers + Village - revised Telecom Village - revised pergola layout Village - added cill notes Village - revised aircon units on roofs Village - cantelievered rc entrance canopies revised ISSUED FOR INFORMATION AND COORDINATION Village - Revised External Stairs Layouts Village - Stairs and Planters Revised Village - width and position of walkway revised Village wall changed to r.c. retaining wall Village - added new columns; revised column sizes Village - revised Village Doors DT-B3; DT-B4; Village Shopfront (GF13) SF-07 to SF-06; (FF07) SF-21 Anchor - GF SPAR to update shopfront layout as per SPA layout Anchor - GF added shopfront A.SF-04 (A.GF-06) Village - GF wall moved to inside of shop - B-GF4.0 Village - GF added sewer duct - C-GF1.0; C-GF2.0 Village - GF walls revised to 330 walls - C-GF1.0; C-GF2.0 1662m 1663m 1564m 3 4 5 6 16 15 14 13 12 11 10 9 7 8 DT-C1 GF02 SF-03 GF07 DT-C1 GF03 SF-05 GF18 SF-04 GF06 SF-04 GF05 SF-05 GF09 SF-05 GF10 SF-06 GF12 SF-06 GF11 SF-03 GF08 DT-C2 GF04 1 2 3 4 5 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 SF-03 GF03 SF-10 GF19 DT-A3 GF05 DT-B3 GF24 DT-B1 GF21 DT-B1 GF26 DT-B3 GF23 DT-B3 GF25 DT-B5 GF19 DT-B4 GF18 DT-B4 GF17 DT-B1 GF09 WT-08 GF02 DT-B2 GF28 DT-B1 GF20 DT-B1 GF06 SF-02 GF02 SF-01 GF01 SF-03 GF04 SF-02 GF20 SF-01 GF21 PLANTER PLANTER A02 PLANTER A03 A08 3-01 2 140 5 140 710 1 200 220 1 200 350 3 500 350 2 610 7 585 350 6 975 3 430 220 2 150 220 2 145 220 1 925 220 880 900 500 900 300 1 030 2 575 3 605 2 106 220 220 2 100 340 2 320 S.O.P S.O.P S.O.P S.O.P 61° 220x220 nutec board casing around sewer pipe 220x220 nutec board casing around sewer pipe gulley dropped tenant ceiling 450 high stone clad retaining wall with 650 wide cast in-situ concrete seating 650 high stone clad retaining wall with 440 wide pre-cast concrete coping 650 high stone clad retaining wall with 440 wide pre-cast concrete coping risers: 170mm treads: 420mm PLANTER PLANTER PLANTER line of bridge above trolley area 80x KIDS PLAY KITCHEN service ramp 1:8 PLANTER PLANTER PLANTER PLANTER A04 risers: 170mm treads: 420mm roller shutter door PLANTER landing landing service ramp 1:8 (outside wall face) TOPS RM: A.03 ENTRANCE LOBBY paving LIFT 5 m2 KITCHEN DELIVERIES RM: A.04 WALK IN FRIDGE COLD RM 02 C-GF5.3 Passage 2.7 m2 B-GF5.0 Management Office 19.7 m2 B-GF5.1 Security Room 14.9 m2 STORE STORE RESTAURANT - OUTDOOR DECKAREA 00.04 104.8 m2 B-GF5.2 Passage 23.1 m2 B-GF5.5 GF Male WC 10.5 m2 B-GF5.6 GF Paraplegic WC B-GF5.4 GF Female WC 11.3 m2 B-GF5.3 Metering Room 14.9 m2 C-GF5.0 4.4 m2 C-GF5.1 7.4 m2 CASH OFFICE STAIR A01 COLD ROOM COLD RM 01 FREEZER FREEZER RM 01 KITCHEN RM: A.02 WATER CONCEPTS RESTAURANT - OUTDOOR DECKAREA 00.04 104.4 m2 LANDING S04 NORTH SECTIONAL ELEVATION E07 SOUTH ELEVATION E08 NORTH ELEVATION E05 WEST ELEVATION E01 EAST ELEVATION (ANCHOR TENANT) SE01 EAST SECTIONAL ELEVATION SE02 WEST SECTIONAL ELEVATION SE03 SOUTH SECTIONAL ELEVATION DT-A1 GF16 DT-B1 GF15 DT-B1 GF14 DT-B2 GF27 sink hwb hwb hwb wc wc wc wc wc wc hwb s.s sink fd 160Ø uPVC stormwater pipe under surfacebed A02 3-01 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 20 19 1 9 a/8 2 3 4 6 7 8 10 11 12 13 H F D E I B A 14 a/i a/j a/k a/9 5 C G DT-B2 GF13 DT-C4 GF22 WT-07 GF01 SF-09 GF17 DT-B2 GF10 DT-B2 GF11 SF-04 GF16 DT-C1 GF07 SF-04 GF15 A.SF-01 A.GF-03 A.SF-03 A.GF-01 A.SF-03 A.GF-05 A.SF-02 A.GF-02 A.DT-C2 A.GF-01 SF-08 GF14 SF-06 GF13 SF-26 GF22 DT-C3 GF12 DT-B2 GF01 A.SF-04 A.GF-06 A.SF-03 A.GF-04 A.DT-B3 A.GF-02 12 775 7 280 10 220 7 225 9 935 10 460 7 555 5 220 765 2 000 1 750 2 000 765 2 545 2 400 330 2 400 2 545 330 7 225 220 3 760 220 800 220 3 530 220 3 530 220 8 760 220 800 220 340 1 660 340 11 030 220 2 390 3 530 440 4 670 340 3 860 5 010 2 000 13 980 8 980 330 7 225 220 3 760 220 4 550 220 800 220 2 390 340 4 780 340 4 660 340 7 105 330 4 725 220 3 590 220 970 220 9 780 340 780 110 7 555 1 200 800 5 160 2 720 4 350 1 760 2 182 4 000 668 8 600 2 400 2 570 2 400 390 800 4 890 440 2 350 2 660 10 055 4 660 5 220 5 460 5 000 7 215 9 825 10 460 24 960 5 000 2 720 2 120 7 720 7 280 7 720 24 840 220 3 560 220 2 000 220 220 4 059 1 940 220 2 400 220 2 400 220 6 880 220 3 165 450 4 965 220 4 310 220 5 000 220 630 220 2 169 1 650 220 1 200 7 100 8 800 4 750 6 070 8 580 6 070 4 750 5 300 56 660 2 445 6 590 2 170 4 770 15 975 7 500 8 420 220 2 170 110 220 2 500 6 000 8 420 220 2 280 220 2 280 220 2 225 220 6 370 220 2 170 2 445 8 760 1 705 1 705 1 410 2 550 3 960 2 500 5 000 5 000 3 750 3 750 5 000 5 000 7 500 5 000 5 000 5 000 5 000 2 430 5 000 3 750 2 500 2 500 3 750 5 000 2 500 5 000 5 000 3 750 3 750 5 000 5 000 7 500 5 000 5 000 5 000 5 000 2 430 800 1 400 800 1 400 220 4 780 220 3 013 320 1 090 4 000 150 4 000 695 5 450 5 010 990 800 220 3 650 110 390 220 1 400 220 770 110 1 780 3 220 3 471 220 3 691 220 970 800 220 1 020 110 925 110 1 145 615 505 110 220 1 510 1 730 220 910 1 130 4 780 220 4 780 9 780 4 780 220 3 530 8 530 330 1 330 340 1 780 220 340 1 170 340 1 760 340 1 170 340 220 2 000 220 2 220 1 310 2202 000 220 3 030 4 780 220 1 720 220 900 220 1 720 220 5 470 220 900 220 1 720 220 7 280 340 855 4 780 3 260 220 1 300 380 110 2 920 2 850 4 670 220 1 400 220 6 910 220 110 470 220 220 1 400 220 1 260 220 2 850 220 1 840 1 260 800 220 1 020 2 390 220 800 220 1 240 3 530 220 1 030 1 250 3 750 13 530 3 750 9 780 7 280 1 195 2 340 220 2 120 2 294 220 220 3 530 220 1 030 220 220 9 715 340 4 670 440 4 670 340 2 840 5 230 1 480 6 000 220 7 055 220 7 495 9 750 1 070 2 280 220 5 000 220 560 220 220 2 500 6 000 2 995 220 3 840 220 1 720 220 2 500 1 200 575 220 1 840 220 4 905 510 1 465 220 2 060 450 1 100 3 275 2 500 5 220 1 070 9 530 220 630 220 5 000 220 1 310 220 2 780 220 5 080 220 1 830 620 350 2 400 350 1 713 350 8 580 220 9 530 S.O.P A01 3-01 A01 3-01 A06 3-01 A 3-02 A 3-02 B 3-02 B 3-02 G 3-02 C 3-02 C 3-02 E 3-02 D 3-02 D 3-02 F 3-02 F 3-02 E06 EAST ELEVATION m.s handrail risers: 340mm treads: 640mm line of bridge above 850h handrail risers: 170mm treads: 420mm risers: 170mm treads: 320mm cantilever slab above MEP shaft MEP shaft MEP shaft cantilever slab above ie MEP shaft MEP shaft MEP shaft MEP shaft above sewer shaft ie re sewer ie,vp hwb wc wc hwb sink hwb wc hwb ie,vp hwb hwb hwb wc wc wc wc ie,vp hwb ie,vp ur ur ur wc wc hwb hwb hwb wc ur ur wc hwb sink wc hwb wc hwb risers: 170mm treads: 320mm ie,vp ie,vp ie,vp ie,vp storm water min 1:100 storm water min 1:100 risers: 170mm treads: 320mm 850h handrail re ie ie re ie ie sewer mh ie ie ie ie 650 high seat wall 650 high stone clad retaining wall with 350 pre-cast concrete coping 650 high stone clad seat wall 650 high seat wall garden kerb garden kerb road kerb road road kerb kerb PLANTER steel & glass canopy above steel & glass canopies above cantilever slab above cantilever slab above 650 high stone clad retaining wall with 350 pre-cast concrete coping cleaner' s store MEP shaft above NEW TREE 05 PATHWAY rwp rwp rwp rwp rwp rwp T3 trunk T4 trunk T5 trunk T6 trunk T7 trunk T9 trunk T12 trunk T15 trunk T22 trunk T23 trunk T24 trunk T25 trunk T27 trunk t.b.c rwp rwp rwp rwp rwp rwp steel & glass canopy above rwp bench ur PLANTER storm water min 1:100 650 high seat wall re line of RC beam above line of RC beam above stormwater line above storm water min 1:100 storm water min 1:100 storm water min 1:100 storm water min 1:100 storm water min 1:100 storm water min 1:100 storm min water 1:100 650 high seat wall storm water min 1:100 storm water min 1:100 storm water min 1:100 SW drain storm water min 1:100 650 high seat wall storm water min 1:100 SW discharge into natural stream storm water min 1:100 storm water min 1:100 storm water min 1:100 storm water min 1:100 storm water min 1:100 storm water min 1:100 storm water min 1:100 storm water min 1:100 stormwater line above ie re re ie ie sewer shaft re ie elec MH pergola structure pergola structure above bench storm water min 1:100 storm water min 1:100 storm water min 1:100 storm water min 1:100 storm water min 1:100 storm water min 1:100 PLANTER storm water min 1:100 storm water min 1:100 650 high stone clad retaining wall with 440 wide pre-cast concrete coping storm water min 1:100 line of RC beam above line of RC beam above line of RC beam above PEDESTRIAN RAMP 1:10 line of RC beam above risers: 170mm treads: 420mm risers: 170mm treads: 420mm risers: 170mm treads: 420mm risers: 170mm treads: 420mm re cpd sink fd fd fd ie re existing tree to remain existing tree to remain 650 high stone clad seat wall existing tree to remain existing tree to remain 650 high stone clad seat wall new stone gabion wall as per the C. Eng's details & specifications new stone gabion wall as per the C. Eng's details & specifications new stone gabion wall as per the C. Eng's details & specifications 650 high seat wall retaining wall below as per S. Eng's details retaining wall below as per S. Eng's details Elec MH Elec MH Elec MH Elec MH Elec MH Elec MH Elec MH Elec MH risers: 170mm treads: 320mm B-GF3.0 Creche 164.2 m2 B-GF1.0 Pharmacy 141.2 m2 B-GF2.0 Deli 103.9 m2 C-GF1.0 Restaurant 193.6 m2 C-GF2.0 Laundry 37.7 m2 B-GF4.0 Coffee Shop 73.2 m2 C-GF3.0 Retail 37.8 m2 C-GF4.0 Gym 121.1 m2 STORE STAIR 01 STAIR 02 STAIR 03 STAIR 04 STAIR 06 STAIR 05 STAIR 07 STAIR 08 STAIR 11 STAIR 10 STAIR 9 STORE STORE a/1 a/3 a/8 1 6 8 9 11 13 E E I A a/j a/a a/9 N R-126 GROUND FLOOR PLAN | PART 2 scale 1:100 KEY PLAN scale 1:1000 REFER TO GROUND FLOOR PLAN - PART 1 DWG 2.1-00.1 GSPublisherVersion 146.58.58.100 ORIGINAL DRAWING SIZE : A0 PURPOSE OF ISSUE: -DISCUSSION -INFORMATION -CONSTRUCTION REVISION NUMBER : PROJECT NUMBER : DRAWING SCALE : DATE DRAWN : DRAWN BY : CHECKED : DRAWING DESCRIPTION : 3-02 printed: 2019-10-09@3:35 PM File Location: BIMcloud: SAP-VBIM-001 - BIMcloud Basic for ARCHICAD 22/0770 Elisenheim Retail/2019-06-24 Urban Village at Elisenheim - TECHNICAL DOCUMENTATION All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. DRAWING NUMBER : PROJECT DESCRIPTION : Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Architects : Cleint : URBAN VILLAGE @ELISENHEIM NEW COMMERCIAL DEVELOPMENT FOR ORYX PROPERTIES LTD ON ERF 422 ELISENHEIM 9TH FLOOR, CHANNEL LIFE BUILDING, POST STREET MALL, P O BOX 1675, WINDHOEK, NAMIBIA, TEL +264 61 235 026, FAX +264 61 239 696 http://www.stauch.com.na [email protected] ORYX PROPERTIES LTD 0770 PJN YO STAGE 04: TECHNICAL DOCUMENTATION SECTIONS 2 - VILLAGE SECTIONS ISSUED FOR INFORMATION ONLY 1:100 5 2019-09-12 REVISION Rev Date By ID Description 5 D C B A T 2019-09-12 2019-09-03 2019-08-05 2019-05-03 2019-03-25 2019-02-20 PJN PJN PJN PJN R-117 R-82 R-113 R-80 R-79 R-78 R-77 R-26 R-25 R-24 R-17 A T Village - revised steel staircase from layout (dogleg to L-stair) Village - moved Section EE; added Cill Detail 4 Village - revised Shopfront SF-08 with door swing + revised steel staircase design + added shopfront at SF-26 (GF22) & SF-25 (FF21) + concrete ledge above Drypack Stonework + moved RWP at gridline-12 to cl column + moved Tenant sign & power point Village - revised pergola layout Village - added cill notes Village - revised aircon units on roofs Village - cantelievered rc entrance canopies revised Village - B-GF5.0 Metering Room floor revised as per SCE layout Village wall changed to r.c. retaining wall Village - added new columns; revised column sizes Anchor - GF column added as per Struc. Eng. ISSUED FOR CONSTRUCTION ISSUED FOR TENDER A B C D E F G H I SS-A1 Strip Section A1 5.1-01 DT-01 Eave Detail DT-04 RC Roof Upstand (brick) 5.2-03 DT-03 RC Roof Upstand & Glazing Detail 5.2-02 DT-117 North External Seat Wall DT-196 South External Seat Wall +1 562 670 FFL Ground Floor +1 566 570 FFL First Floor +1 570 270 FFL Roof 3 100 500 850 1 200 2 800 445 600 3 100 500 2 800 445 1 200 800 300 300 3 245 3 600 2 000 3 245 3 600 2 000 600 400 2 750 45° 45° 45° 45° B-GF1.0 B-GF2.0 B-FF1.0 B-FF2.0 RC foundations and surface bed strictly to S.Eng spec NGL planter planter NGL RC foundations and surface bed strictly to S.Eng spec WALKWAY refer External Finishes WALKWAY refer External Finishes pergola Service Zone Service Zone Service Zone Service Zone 3 500 750 2 750 600 3 965 11 565 3 600 300 3 100 600 3 965 I H G F E D C B A SS-B1 Strip Section B1 5.1-02 SS-B2 Strip Section B2 5.1-02 SS-B3 Strip Section B3 5.1-03 DT-196 South External Seat Wall +1 562 670 FFL Ground Floor +1 566 570 FFL First Floor +1 570 270 FFL Roof 3 100 500 3 250 3 500 750 2 750 600 3 350 10 950 3 100 500 3 100 350 150 step 350 3 500 600 3 350 10 950 r.c. entrance canopy steel & glass canopy seat wall seat wall precast lintols over doors C-GF2.0 C-FF1.0 C-FF5.0 pergola NGL C-GF2.0 STORE AC condenser units NGL C-GF1.0 pergola pergola RC foundations and surface bed strictly to S.Eng spec service zone service zone service zone service zone A B C D E F G H I SS-C1 Strip Section C DT-42 Louvre Screen 2 - Section 5.3-04 DT-196 South External Seat Wall +1 559 570 FFL Foundation +1 562 670 FFL Ground Floor +1 566 570 FFL First Floor +1 570 270 FFL Roof 3 100 500 2 800 300 3 450 850 400 3 600 250 3 150 600 7 600 850 3 600 3 100 3 100 350 150 step 2 800 300 3 100 500 4 200 3 100 500 600 600 seat wall seat wall restaurant outdoor eating deck C-GF4.0 C-FF2.0 C-GF1.0 NGL NGL dpc service zone C-FF3.0 C-FF4.0 stair RC foundations and surface bed strictly to S.Eng spec RC foundations and surface bed strictly to S.Eng spec service zone service zone service zone AC condenser units AC condenser units A B C D E F G H I SS-D1 Strip Section D 5.1-04 DT-196 South External Seat Wall DT-117 North External Seat Wall 3 600 3 600 650 2 750 600 7 600 3 450 3 600 3 100 3 600 3 100 500 3 100 350 3 100 500 3 250 250 3 150 600 780 2 810 7 600 seat wall seat wall B-GF4.0 B-FF4.0 B-FF3.5 B-GF3.0 AC condenser units Service Zone B-FF3.0 RC foundations and surface bed strictly to S.Eng spec RC foundations and surface bed strictly to S.Eng spec Service Zone Service Zone STORE pergola 8 7 6 5 4 3 2 1 DT-07 Stone Cladding to u/s of Exposed Concrete Ledge 5.3-02 DT-38 Window Cill - Detail 4 5.3-03 B-GF4.0 B-GF5.6 B-GF5.2 B-GF5.1 B-GF2.0 +1 562 670 FFL Ground Floor +1 566 570 FFL First Floor +1 570 270 FFL Roof 3 100 500 3 100 500 3 100 350 150 step 2 800 300 3 500 3 250 600 3 600 3 250 3 500 2 000 2 750 600 3 150 600 1 480 600 2 800 B-FF4.0 B-FF2.0 B-FF5.3 B-FF5.2 B-FF5.0 AC condenser units service zone NGL NGL B-FF5.1 pergola RC foundations and surface bed strictly to S.Eng spec RC foundations and surface bed strictly to S.Eng spec service zone service zone ceiling ceiling ceiling ceiling ceiling ceiling 4 5 6 7 8 9 10 11 12 13 14 DT-117 +1 562 670 FFL Ground Floor +1 566 570 FFL First Floor +1 570 270 FFL Roof 3 600 8 500 2 460 900 7 600 3 100 3 100 350 3 100 500 3 250 3 100 3 100 350 3 250 3 100 500 3 100 500 150 step 3 150 600 4 820 2 780 seat wall sewer shaft sewer shaft NGL C-FF5.0 C-FF4.0 C-GF2.0 C-GF3.0 C-GF4.0 BFF-4.0 B-GF5.4 B-GF4.0 B-FF5.3 B-GF5.0 MEP shaft AC condenser units service zone B-GF5.2 pergola RC foundations and surface bed strictly to S.Eng spec RC foundations and surface bed strictly to S.Eng spec Service Zone Service Zone Service Zone Service Zone ceiling ceiling service zone ceiling ceiling AC condenser units AC condenser units 14 13 12 11 10 9 SS-E1 Strip Section E DT-06 Gable End Detail DT-117 +1 559 570 FFL Foundation +1 562 670 FFL Ground Floor +1 566 570 FFL First Floor +1 570 270 FFL Roof 3 600 4 820 3 100 600 500 400 7 600 900 2 800 300 900 3 250 3 100 500 seat wall C-GF1.0 NGL FILL C-FF2.0 C-FF1.1 AC condenser units NGL MEP shaft RC foundations and surface bed strictly to S.Eng spec Service Zone Service Zone Service Zone GENERAL EARTHWORKS Bulk earthworks, excavation, filling, gabions and retaining structures strictly in accordance with Civil Engineers drawings and specifications. REMOVAL & PROTECTION OF TREES In strict accordance with Architect's Tree Cut and Protection drawing. All trees to be cut shall be marked for approval by the Architect prior to removal. Contractor to adhere to Architect's Hording layout at all times, and supply protection to all trees as shown "to be protected" for the duration of Construction. CONCRETE, FORMWORK & REINFORCEMENT All to be in strict accordance with Structural Engineers drawings and BOQ Supplementary Preambles. All joints (horizontal and vertical) between brickwork and concrete, and in concrete floors refer to Structural Engineers drawings. PRECAST CONCRETE Copings to seat walls, balustrade walls etc.: 1 200 x 350 x 75mm thick "Wibeku" precast concrete coping Paving blocks, kerbs and tree rings in Carpark in accordance with Civil Engineer drawings. Pathway surfaces, garden kerbs and edgings in accordance with Architect drawings. STEEL ROOFING ROOF STRUCTURE Steel roof trusses and purlins strictly in accordance with Structural Engineers drawings and specifications. PROFILED STEEL METAL ROOF SHEETING AND ACCESSORIES Global Roofing Solutions 0,58mm "Klip-Lok 700" galvanised steel sheeting profiled roll-formed in continuous lengths from "Chromadek" (Z200 spelter ISQ550) colour finish top coat and Pebble Grey backing coat, fixed to intermediate steel purlins, eaves and ridge purlins at centres as per Structural Engineer’s specifications centres using KL700 clips fixed with 10No.16 x 16mm long self-drilling wafer head PH2 screws, No. 3 drill point fasteners, all in accordance with the manufacturer's specifications by a GRS approved contractor. ACCESSORIES (flashings & capping as prescribed below) 0,58mm (Z 200) Galvanized Chromadek sheet steel accessories fixed in accordance with manufacturer's instructions. BARGE FLASHING ∑ 580mm girth, three times bent fixed to sheeting with and including "S10" brackets. COUNTER FLASHING ∑ 185mm girth, two times bent and built into brickwork or concrete including chasing, making good and sealing opening with an approved sealer. CEILINGS Ceilings in PUBLIC ABLUTIONS 600 x 600 x15 "Owacoustic RH90 Futura" mineral fibre ceiling tiles with square edges laid on and including "Donn T37" or similar approved capped exposed tee suspension system including galvanised main tees, cross tees, hold-down clips, wedges etc.. All suspended with galvanised hangers as required at not exceeding 1200mm centres and strutted using galvanised 20 x 20mm angles at 3m centres strictly in accordance with manufacturer's instructions. Ceilings in MANAGEMENT OFFICE / SECURITY 1200 x 600 x15 "Owacoustic RH90 Futura" mineral fibre ceiling tiles with square edges laid on and including "Donn T37" or similar approved capped exposed tee suspension system including galvanised main tees, cross tees, hold-down clips, wedges etc.. All suspended with galvanised hangers as required at not exceeding 1200mm centres and strutted using galvanised 20 x 20mm angles at 3m centres strictly in accordance with manufacturer's instructions. Cornices "Donn SM 25" pre-painted cornices plugged to wall to all suspended ceilings SIDEWALL FLASHING ∑ 408mm girth, two times bent and fixed to sheeting with and including "S10" brackets HEADWALL FLASHING ∑ 375mm girth, once bent with broad flute serrated closers with no direct perforations, fixed to sheeting with and including "S10" brackets RIDGE CAPPING ∑ 550mm girth, once bent in conjunction with broad flute serrated closers and fixed to sheeting with and including "S10" brackets COPING FLASHING ∑ 570mm girth, three times bent in conjunction fixed to top of parapet walls ROOF INSULATION 50mm Thick, non-combustible lightweight "Factorylite" building insulation with reinforced white metalized foil facing on one side and black metalized foil on the other side, with thermal resistance of 1.28m2.K/W installed as per manufacturer's specification. Insulation laid taut over purlins and fixed concurrent with roof covering on and including white PVC coated straining wires spaced at approximately 300mm centres. FASCIA / BARGE BOARD Fascia / Barge Board: 150 x 10mm "Everite Nutec" natural grey fibre cement fascia / barge board including galvanised steel H-profile jointing strips screwed to batters as per Eave detail. GUTTERS 100mm Half round steel gutters fixed to purlin with standard brackets. RAIN WATER PIPES 75mm diameter uPVC down pipes to be painted to match walls ROOF SLABS RC ROOF STRUCTURE Strictly in accordance with Structural Engineers drawings & specifications. SCREEDS 50mm thick 1:3 cement plaster screed steel trowelled on concrete, laid to fall as shown on roof plans WATERPROOFING - refer WATERPROOFING SPEC INSULATION "IsoBoard" high density 32-36kg/53 rigid extruded polystyrene 100% closed cell insulation board of 50mm thickness and 600mm width with shiplap joint all round laid tightly butted on waterproofing membrane. Insulation laid on top of waterproofed concrete roof underneath protective stone dressing. PROTECTIVE STONE DRESSING 19mm River stone pebble dressing 75mm thick evenly spread with larger stones around outlets FULL BORE OUTLETS 1. "Saint Gobain" DN100mm Flat type centre bolt 90deg side roof outlet (#3885) 2. "Saint Gobain" DN100mm Flat type centre bolt 180deg vertical roof outlet (#3885) MASONRY Foundation brickwork: as per Structural Engineer's drawings and specification. Superstructure brickwork: half brick / one brick / one and half or two brick walls all in Class 7MPa cement bricks in class II cement mortar. Lintels: 110 x 75mm Prestressed fabricated lintels not exceeding 3m WATERPROOFING DPC in walls: One layer of 375 micron embossed damp proof course DPC under surfacebeds, apron slabs: One layer of 250 micron "USB Green" or other similar waterproof sheeting sealed at laps with "Pressure Sensitive Tape" or similar approved. Waterproofing on brick walls: Prepare and apply tow coats "ABE Flintkote 3" bitumen emulsion waterproof coating, in strict accordance with manufacturer's instructions Waterproofing on Concrete walls: "ABE Index Defend H" Polymerbitumen elastoplastomeric waterproofing membrane with antiroots additive and reinforced with a non-woven single strand spun bond extruded polyester fabric installed in strict accordance with manufacturer's instructions. Waterproofing on Screed to fall: One layer "Derbigum CG4" on one layer "Derbigum CG3" waterproofing membrane, laid staggered with 75mm side laps and 100mm end laps fully sealed to screed surface by "torch-fusion" with one layer "Derbigum Interdek" with 50mm laps, laid loose on waterproofing as isolation / protection layer. All to be installed strictly in compliance with the manufacturer's installations. 150mm Turnup against walls. STRUCTURAL STEELWORK All strictly as per Structural Engineer's drawings and specifications. EXTERNAL WALL, COLUMN & BEAM FINISHES Smooth plaster: One coat 1:5 cement plaster wood floated smooth on brickwork walls / concrete structure and into reveals. Paint: Prepare and apply one coat "Plascon Merit Plaster Primer UC56" stop with "Plascon Mendall 90" and apply two coats "Plascon Wall and All" emulsion sheen paint. Tyrolean plaster: One coat 1:5 cement plaster wood floated on brickwork walls / concrete structure covered with and including 4mm thick Tyrolean Texture plastered finish. Refer to Elevations for elements. Paint: Prepare and apply one coat "Plascon Merit Plaster Primer UC56" stop with "Plascon Mendall 90" and apply two coats "Plascon Wall and All" emulsion sheen paint. Exposed concrete: smooth finish off-shutter concrete with a consistent colour and texture (smooth) throughout REFER TO STRUCTURAL ENGINEER'S DRAWINGS Natural stone cladding: - Painted concrete soffits and beams: One coat 1:5 cement plaster wood floated on concrete structure. Paint: Prepare and apply one coat "Plascon Merit Plaster Primer UC56" stop with "Plascon Mendall 90" and apply two coats "Plascon Polvin Super Acrylic PVA" paint. INTERNAL PLASTER Smooth Internal plaster: One coat 1:5 cement plaster steel floated smooth on brickwork walls / concrete structure and into reveals. Finish by Tenant Smooth Internal plaster and paint: One coat 1:5 cement plaster steel floated smooth on brickwork walls / concrete structure and into reveals. Paint: Prepare and apply one coat "Plascon Merit Plaster Primer UC56" stop with "Plascon Mendall 90" and apply two coats "Plascon Double Velvet" velvet sheen paint. Wall Tiles (interior): DIMO CREACON R60DG 600x600 rustic floor tiles Ifuba Toilet Partition Walls: 16mm Melawood infill panel boards clad with Formica (colour as per tenant), with 22x22mm natural anodised aluminium lipped channel frames and transoms. All specifications, installation details and ironmongery as per the manufacturers details & specifications. W01 W02 W03 W04 W05 W06 C02 C01 W07 VILLAGE SPECIFICATIONS Wall Tiles: (interior): DIMO CREACON 60W 600x600 matt floor tiles EXTERNAL WORKS Floor finishes FLOOR FINISHES Grey Box: Finishing top surfaces of concrete slab/surface-bed smooth with a steel float. TENANT TO PROVIDE SCREED AND FINAL. FINAL TENANT FFL TO BE 0.000 Grano Screeds : 1:3 Cement plaster screeds steel trowelled on concrete, 50mm Thick on floors and landings to falls and cross falls Floor Tiles (interior) Interior Floor Tiles (exterior) Covered Passages / Walkways Floor Tiles (interior): DIMO CREACON R60DG 600x600 rustic floor tiles F01 F02 F03 F04 F05 P01 W09 W10 W11 R-117 Section AA scale 1:100 Section BB scale 1:100 Section CC scale 1:100 Section DD scale 1:100 Section FF scale 1:100 Section GG scale 1:100 Section EE scale 1:100

Stauch and Partners Architects Job Captain // Project Architect N$160 million (NZ$ 10.3million) 2017 - 2020 Elisenheim Village Mall design concept embraces cyclists or pedestrians, with a 360 deg. favouring pedestriansed access form the newly developed Elisenheim Village neighborhood. The existing trees where preserved and featured in the scheme; the currently built 3063sqm phase is sculpted and focused around the existing trees. The project is also located on a developing river bed; as such the buildings siting and civil design had to be strategically implemented to allow surface water gullies forming from newly developed neighborhood above to pass through the scheme. employer role project cost duration project description

Elisenheim Village Mall 8 7 6 5 4 3 2 1 DT-07 Stone Cladding to u/s of Exposed Concrete Ledge 5.3-02 DT-38 Window Cill - Detail 4 5.3-03 B-GF4.0 B-GF5.6 B-GF5.2 B-GF5.1 B-GF2.0 +1 562 670 FFL Ground Floor +1 566 570 FFL First Floor +1 570 270 FFL Roof 3 100 500 3 100 500 3 100 350 150 step 2 800 300 3 500 3 250 600 3 600 3 250 3 500 2 000 2 750 600 3 150 600 1 480 600 2 800 B-FF4.0 B-FF2.0 B-FF5.3 B-FF5.2 B-FF5.0 AC condenser units service zone NGL NGL B-FF5.1 pergola RC foundations and surface bed strictly to S.Eng spec RC foundations and surface bed strictly to S.Eng spec service zone service zone ceiling ceiling ceiling ceiling ceiling ceiling R-82

Stauch + Partners Architects Job Captain N$64 million (NZ$ -- million) 2015 - 2019 Renovation Collaborated in this closed EOI competition for a Client, as Job Captain responsible for interpreting concept design sketches into design documentation for concept design development and visualization of client presentation. The project brief required the design team to develop an architype theme which could be augmented to fit various bank sites other cities. - - - - - - - - employer role project cost duration project type project description project description AgriBank - Mariental + Oshakati Bank 330 m2 5 8 650 , 2 = 166 x 16 7 6 5 4 3 2 1 8 9 10 11 12 13 14 15 16 , , Office 500 m2 EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING Bank 480 m2 north GSPublisherVersion 0.98.100.100 1 2 3 4 4 1 2 3 5 10 5 3 7 8 9 6 5 18 6 7 8 1 2 2 2 6 3 3 8 4 5 7 5 5 9 9 9 9 9 9 10 16 11 17 12 15 19 13 14 14 P A R K I N G L A Y O U T s c a l e 1 : 2 0 0 F I R S T F L O O R s c a l e 1 : 2 0 0 PARKING LEVEL: 1. Vehicular Entrance 2. Parking (12 open & 16 covered) 3. Lockable garages 4. Security / Guard House 5. Structure above FIRST FLOOR: 1. Double Volume 2. Regional Manager Office 3. Control Office 4. Lift 5. Personal Assistant(s) 6. Outside Entertainment / Braai area 7. Boardroom 8. Meeting Area / Bar / Canteen 9. Gym & Showers / Sick bay 10. Stationary Store / Procurement Store G R O U N D F L O O R s c a l e 1 : 2 0 0 GROUND FLOOR: 1. Entrance Gallery 2. Foyer 3. Security Control 4. Lift 5. Male Ablution 6. Disabled Ablution 7. Female Ablution 8. Open Plan Office 9. Consultant Offices 10.Store room 11.Strongroom 12. Meeting Room 13. Security / Guard House 14. Lettable Office Space 15. Public Reception Waiting Area 16. Kitchenette 17. Cashier 18. Cleaner Store below 19. Bank Reception Desk 6. Secondary Office Lobby 7. Entrance Gallery 8. General Storage L A Y O U T S 03 L A Y O U T S A G R I B A N K O S H A K A T I P A G E 3 N E W A G R I B A N K B R A N C H O F F I C E I N O S H A K A T I north north

Stauch + Partners Architects Job Captain N$64 million (NZ$ -- million) 2015 - 2019 Renovation Located at the penthouse level, Gustav Voigts Mall’s Sky Bar is the crowing jewel of the Avani Hotel. The creation of this renovation module involved extensive demolition work, almost 70meters above street level, installation of a 1234sqm raised floor and recessed pool. - leading team measuring and preparing as-built drawings - creating client presentations and design reviews - packaging tender & construction documentation - site inspections and providing creative on-site solutions employer role project cost duration project type project description project description Avani Hotel, Walvis Bay

Stauch + Partners Architects Job Captain N$64 million (NZ$ -- million) 2015 - 2019 Renovation Modern timber constructed cabin at the edge of cliff in the Kuiseb, Namibia - leading team measuring and preparing as-built drawings - creating client presentations and design reviews - packaging tender & construction documentation - site inspections and providing creative on-site solutions employer role project cost duration project type project description project description Coetzee Residence, Kuiseb

GSPublisherVersion 78.20.55.52 0 5m 10m 15m 20m 25m 30m 35m 40m 45m 50m N Coetzee Residence, Kuiseb - CLIENT PRESENTATION II 4 PLANS AND ELEVATIONS

Coetzee Residence, Kuiseb GSPublisherVersion 78.20.55.52 Coetzee Residence, Kuiseb - CLIENT PRESENTATION II 5 PERSPECTIVE SECTION GSPublisherVersion 78.20.55.52 1804 m 1804 m 1804 m 1804 m 1804 m 1804 m 1804 m 1804 m 1804 m 1804 m 1804 m 1804 m 1804 m 1804 m 1804 m 1804 m 1805 m 1806 m 1806 m 1807 m 1807 m 1807 m 1808 m 1809 m 1810 m 1810 m 1811 m 1813 m 1817 m 1819 m 1825 m 1826 m 1829 m 1834 m DW W F N Coetzee Residence, Kuiseb - CLIENT PRESENTATION II 3 SITE Coetzee Residence, Kuiseb - CLIENT PRESENTATION II 3 SITE views N W E S to kuiseb view to dam view to sunset sunset sunrise +1 836 scale 1:1500

GSPubl Guest Toilet 2.6 m2 Timber Deck - Walkway 16.0 m2 W DW F B M 1 1 7 3 4 .6 2 m 7 900 12 870 7 000 7 368 6 250 5 250 7 500 3 424 16 674 5 550 R 2 660 Lounge & Music 22.9 m2 Games 19.5 m2 Kitchen & Dining 35.1 m2 Scullery 8.0 m2 Entertainment 43.6 m2 Pool 14.8 m2 Timber Deck 16.5 m2 Covered Patio 38.9 m2 En-suite 01 7.9 m2 Master Bedroom 25.9 m2 Balcony 01 10.0 m2 En-suite 02 7.9 m2 Balcony 02 8.7 m2 Bedroom 02 22.2 m2 En-suite 03 9.8 m2 Balcony 03 6.9 m2 Bedroom 03 19.7 m2 Garage 37.7 m2

Stauch + Partners Architects Job Captain NAD310,300,000 (NZD 32,110,000) 2015 - 2019 Renovation Modern timber constructed cabin at the edge of cliff in the Kuiseb, Namibia - leading team measuring and preparing as-built drawings - creating client presentations and design reviews - packaging tender & construction documentation - site inspections and providing creative on-site solutions employer role project cost duration project type project description project description Roads Autority HQ

Vengesayi Architects Junior Architect US$64 million (NZ$ -- million) 2015 - 2019 Renovation Modern timber constructed cabin at the edge of cliff in the Kuiseb, Namibia - leading team measuring and preparing as-built drawings - creating client presentations and design reviews - packaging tender & construction documentation - site inspections and providing creative on-site solutions employer role project cost duration project type project description project description TIMB HQ, Harare

Stauch + Partners Architects Job Captain N$64 million (NZ$ -- million) 2015 - 2019 Renovation Modern timber constructed cabin at the edge of cliff in the Kuiseb, Namibia - leading team measuring and preparing as-built drawings - creating client presentations and design reviews - packaging tender & construction documentation - site inspections and providing creative on-site solutions employer role project cost duration project type project description project description ZIMDEF HQ, Harare

Stauch + Partners Architects Job Captain N$64 million (NZ$ -- million) 2015 - 2019 Renovation Complete retrofit of beach from unit in Swakopmund, - leading team measuring and preparing as-built drawings - creating client presentations and design reviews - packaging tender & construction documentation - site inspections and providing creative on-site solutions employer role project cost duration project type project description project description Ander Mole NOTE: Existing Brickwork Demolished Brickwork. All disturbed areas to be cleaned and made good New plastered and painted 220 / 110 brick walls All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. 2.2-00 printed: 2020-10-01@11:01 AM File Location: Z:\0729 An der Mole\DRAWINGS\2020-09-30 An der Mole - Minor Alterations - Construction Drawings - WS03 kitchen counter.pln 1:50 AC DRAWING DESCRIPTION : DRAWN BY : CHECKED : DRAWING SCALE : DATE DRAWN : 0729 REVISION NUMBER : PROJECT NUMBER : DRAWING NUMBER : PROJECT DESCRIPTION : Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Architects : Cleint : UNIT 1 Sinclair Office Park, Sincalir Street, Windhoek, Namibia. Tel: +264 61 235 026 Fax: +264 61 239 696 http://www.stauch.com.na ORIGINAL DRAWING SIZE : A1 PURPOSE OF ISSUE: -DISCUSSION -INFORMATION -CONSTRUCTION Plan, Sections & 3D Impressions - ELECTRICAL Plan, Sections & 3D Impressions TECHNICAL DOCUMENTATION A PJN 2020-10-01 AN DER MOLE TECHNICAL DOCUMENTATION for Andy & Miena Chase SWAKOPMUND, NAMIBIA ISSUED FOR CONSTRUCTION Andy & Miena Chase Rev Date By ID Description A 2020-10-01 PJN A ISSUED FOR CONSTRUCTION F F F N 300 3 100 island electrical connection 250 350 new light existing light switch new light new light new light gas stove s.s sink dish washer fridge exist. exist. exist. exist. exist. exist. exist. DECK deck lighting design proposal by Escon to be approved by Architect WM G G 1 300 1 100 1 100 600 360 500 1 400 1 250 815 300 2 600 island electrical connection 2 775 1 850 1 970 1 180 300 1 175 1 380 1 375 770 1 120 100 100 exist. 1 exist. 2 exist. 5 exist. 6 exist. 3 exist. 4 exist. 3 exist. 2 A A B B 4 x new surface mounted florescent lights, exact light positons to be determined on site 2 2 2 2 single switched wall socket double switched wall socket cooker switch switch (oven iscolator) existing ceiling light point existing switch at +/-1100 new pendant light (as per Architect's spec.) LIGHTING LEGEND new light track to detail wall light master light switch 2 TV wall connection DECK LOUNGE DINING KITCHEN pendant lights light track PASSAGE DT-05 2.1-00 UNIT ABOVE UNIT BELOW GARAGE 06 new light new light UNIT ABOVE UNIT BELOW scale 1:50 Floor Plan scale 1:50 A Section AA scale 1:50 B Section BB Impression 09 Impression 08 Impression 07 Impression 03 Impression 02 Impression 01 ALL EXISTING DIMENSIONS ARE APPROXIMATE AND NEED TO BE CHECKED ON SITE ALL LIGHTING AND ELECTRICAL FITTINGS TO BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION HEIGHTS OF ELECTRICAL WALL POINTS AND FITTINGS TO BE CONFIRMED WITH ARCHITECT ON SITE

NOTE: Existing Brickwork Demolished Brickwork. All disturbed areas to be cleaned and made good New plastered and painted 220 / 110 brick walls All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. 5.1-05 printed: 2020-10-01@11:01 AM File Location: Z:\0729 An der Mole\DRAWINGS\2020-09-30 An der Mole - Minor Alterations - Construction Drawings - WS03 kitchen counter.pln 1:5, 1:2, 1:50, 1:10 AC DRAWING DESCRIPTION : DRAWN BY : CHECKED : DRAWING SCALE : DATE DRAWN : 0729 REVISION NUMBER : PROJECT NUMBER : DRAWING NUMBER : PROJECT DESCRIPTION : Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Architects : Cleint : UNIT 1 Sinclair Office Park, Sincalir Street, Windhoek, Namibia. Tel: +264 61 235 026 Fax: +264 61 239 696 http://www.stauch.com.na ORIGINAL DRAWING SIZE : A1 PURPOSE OF ISSUE: -DISCUSSION -INFORMATION -CONSTRUCTION TIMBER DECK & BENCH CONSTRUCTION DETAILS Construction Details TECHNICAL DOCUMENTATION A PJN 2020-10-01 AN DER MOLE TECHNICAL DOCUMENTATION for Andy & Miena Chase SWAKOPMUND, NAMIBIA ISSUED FOR CONSTRUCTION Andy & Miena Chase Rev Date By ID Description A 2020-10-01 PJN A ISSUED FOR CONSTRUCTION ±0.000 ±0.000 ±50 new aluminium sliding door and track by Aluminium Specialist OUTSIDE INSIDE exist. fall new complete timber decking on existing balcony deck as per Timber Specialist new vinyl tiles on self leveling screed 25 15 100 60 88 12 74.8 m2 ±4 950 ±0.000 ±0.000 insert mesh cover plate to opening plastered and painted brick walls aluminium sliding door aluminium sliding door aluminium sliding door PREPARE EXISTING BALCONY DECK TO TAKE NEW TIMBER DECK BY SPECIALIST ● no pierce fixings to be used in fixing deck ● existing tiles and waterproofing are not damaged during works ±5 825 ±13 660 timber door complete with ironmongery as per Timber Specialist existing gulley existing fall existing fall timber bench shadowline timber backrest spaning entire length of deck N X X Y Y NEW TIMBER DECK new Timber Bench BEDROOM 01 BEDROOM 03 LOUNGE G G 0.000 FFL 0.000 FFL DT-03 5.1-05 DT-05 2.1-00 DT-05 2.1-00 50 50 180 170 100 100 500 ±500 230 270 100 100 DT-10 5.1-05 900 750 100 r.c. counter top by others timber door as per Timber specialist plastered and painted brick wall existing r.c. structure 50 180 170 100 230 270 Impression 06 - deck 3D-06 Impression 05 - deck 3D-05 scale 1:5 DECK - Sliding Door Threshold Detail DT-05 scale 1:2 DECK - Timber Backrest Profile DT-10 scale 1:50 DECK - Detailed Plan DT-00 scale 1:50 Section AA - Deck A scale 1:10 BENCH DETAIL - Section XX DT-03 scale 1:10 BENCH DETAIL - Section YY DT-03 scale 1:10 DECK - Section GG G scale 1:10 BENCH - Detailed Elevations DT-04 timber bench timber doors timber backrest ALL EXISTING DIMENSIONS ARE APPROXIMATE AND NEED TO BE CHECKED ON SITE scan QR code for panorama

Stauch + Partners Architects Job Captain N$64 million (NZ$ -- million) 2015 - 2019 Renovation Modern timber constructed cabin at the edge of cliff in the Kuiseb, Namibia - leading team measuring and preparing as-built drawings - creating client presentations and design reviews - packaging tender & construction documentation - site inspections and providing creative on-site solutions employer role project cost duration project type project description project description ECG Church Mariental GSPublisherVersion 0.61.100.88 MULTI-PURPOSE HALL FOYER media control room fellowship area STORAGE/pre-area PARKING & PAYGROUND resident pastor'S office ablutions CHURCH OFFICE RECEPTION BOARDROOM tribe & admin office GALLERY OVERFLOOR STORAGE MEDIA CONTROL/ WORKSHOPS KITCHEN security PROPHETIC MATERIAL sTAIR ACCESS (offices) 446 SEATED parking PLAYGROUND POSSIBLE OVERFLOW CHAIR STORAGE ALTERCALL PREP-AREA PAStor's office & PVT. lounge private ablution facilities male & female ablutions CHURCH SECRETARY WAITING AREA TRIBE OFFICE ADMIN. & FINANCE OFFICE STORAGE FOR FILING 28 SEATER BOARDROOM OPTIONAL PRAYER ROOM 56 SEATED MULTI-USE STROAGE AREA - EQUIPMENT - CHAIRS OVERHEAD MEDIA CONTROL WORKSHOP FOR REPAIR AND MAINTENANCE SECONDARY MEDIA AREA POSSIBLE NURSING MOTHER's cry ROOM ecg marientaLBRANCH CHURCH BUILDING PROJECT - CONCEPT DESIGN Prince James Designs | www.bit.do/pjd GROUNDFLOOR LAYOUT FIRST FLOOR LAYOUT KITCHEN AND FOOD PREP AREA 120 SEATED GSPublisherVersion 0.61.100.88 MULTI-PURPOSE HALL FOYER media control room fellowship area STORAGE/pre-area PARKING & PAYGROUND resident pastor'S office ablutions CHURCH OFFICE RECEPTION BOARDROOM tribe & admin office GALLERY OVERFLOOR STORAGE MEDIA CONTROL/ WORKSHOPS KITCHEN security PROPHETIC MATERIAL sTAIR ACCESS (offices) 446 SEATED parking PLAYGROUND POSSIBLE OVERFLOW CHAIR STORAGE ALTERCALL PREP-AREA PAStor's office & PVT. lounge private ablution facilities male & female ablutions CHURCH SECRETARY WAITING AREA TRIBE OFFICE ADMIN. & FINANCE OFFICE STORAGE FOR FILING 28 SEATER BOARDROOM OPTIONAL PRAYER ROOM 56 SEATED MULTI-USE STROAGE AREA - EQUIPMENT - CHAIRS OVERHEAD MEDIA CONTROL WORKSHOP FOR REPAIR AND MAINTENANCE SECONDARY MEDIA AREA POSSIBLE NURSING MOTHER's cry ROOM ecg marientaLBRANCH CHURCH BUILDING PROJECT - CONCEPT DESIGN Prince James Designs | www.bit.do/pjd GROUNDFLOOR LAYOUT FIRST FLOOR LAYOUT KITCHEN AND FOOD PREP AREA 120 SEATED

Voluntee Project Project Designer 2015 - 2019 Religious Conceptual master plan for urban mixed employer role duration project type project description Chelmar Farm Campus

Voluntee Project Project Designer 2015 - 2019 Religious Modern timber constructed cabin at the edge of cliff in the Kuiseb, Namibia employer role duration project type project description Erusmus, FarmHouse GSPublisherVersion 0.0.100.100 F W DR 0 1 2 3 4 5 6 7 8 9 10 LOUNGE DINING KITCHEN PANTRY TV LOUNGE STORAGE (below stairs) ENTRY TOOLS TOOLS FARM HOUSE EMANUEL GABRIEL GROUND FLOOR SCULLERY/ LAUNDRY N GSPublisherVersion 0.0.100.100 0 1 2 3 4 5 6 7 8 9 10 N FARM HOUSE EMANUEL GABRIEL FIRST FLOOR GARAGE BELOW Master BEDROOM ENSUITE BEDROOM 2 BEDROOM 3 BEDROOM 5 BEDROOM 4 SHARED BATH DOUBLE VOLUME W.I.C

Zimmerman Pavilion Stauch + Partners Architects Job Captain N$64 million (NZ$ -- million) 2015 - 2019 Renovation Complete retrofit of beach from unit in Swakopmund, - leading team measuring and preparing as-built drawings - creating client presentations and design reviews - packaging tender & construction documentation - site inspections and providing creative on-site solutions employer role project cost duration project type project description project description working drawings 42 NEW ENTERTAINMENT AREA ERF 4479, SUIDERHOF, WINDHOEK for MR H ZIMMERMANN All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. 1.0-00 printed: 4/10/2016@12:42 PM File Location: Z:\0691 Zimmermann Compliance and gazebo\DRAWINGS\2016-04-06 HSE ZIMMERMANN - Garden Pavilion - CONSTRUCTION.pln 4/10/2016 PJN PS/AC DRAWING DESCRIPTION : DRAWN BY : CHECKED : DRAWING SCALE : DATE DRAWN : 0691 REVISION NUMBER : PROJECT NUMBER : DRAWING NUMBER : PROJECT DESCRIPTION : Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Client : 7 Love street, PO Box 1675, Windhoek, Namibia Tel: +264 61 235 026 Fax: +264 61 239 696 http://www.stauch.com.na Architect : H. ZIMMERMANN As Shown Site & Settiing Out Plan Site P. BOX 2672 WINDHOEK 9000 TEL: 061 372 500 FOR CONSTRUCTION STD. 'ARCADIA' ALU SLIDING DOOR WITH INSECT SCREEN TYPE OXXO 6127 Cupboard CDFL S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow exist. FL. Box exist. FL. Box 3m building line 5m building line exist. M H exist. M H exist. M H 3m building line 664 5,710 3,880 6,271 O/ALL Dimension =16,525 All exisiting FGLto be confirmed on site 2 3 0 8 0 m m 4 6 3 1 0 m m 2 3 3 5 0 m m E R F 4 4 5 9 E R F 4 4 9 8 E R F 4 4 6 0 FL. Box FL. Box P O O L p u m p 1 7 0 3 1 7 0 5 k e y exist. sewer line exist. M H exist. M H exist. M H erf boundary existing pavement D I A Z S T R E E T All exisiting FGLto be confirmed on site exist. boundary wall, with 110mmØ weep holes @ 1.5m c/c exist. M H S. Flow S. Flow 4,843 O/ALL Dimension = 18,019 1,954 1,096 8,366 4,576 210 1,287 530 396 11,536 3,777 7,934 2,892 2,897 8,538 3,777 15,208 2,916 745 1,988 5,169 10,818 10,826 15,313 89° STEP exist. 110mmØ weep holes @ 1.5m c/c exist. boundary wall, with 110mmØ weep holes @ 1.5m c/c exist. 110mmØ weep holes @ 1.5m c/c exist. 110mmØ weep holes @ 1.5m c/c EXIST. ENTRANCE GATE exist. Hose/Water connection on rc plinth new masonry columns existing masonry wall new steel fence, fixed to masonry columns trunk of existing tree Existing lightning conductor mast Boundary Peg Land Surveyor to confirm or reinstate 50 wide garden kurb 1 7 0 4 1 7 0 5 E R F 4 4 9 6 E R F 4 4 9 7 E R F 4 4 6 1 exist. 115 & 230mm brick walls new 115 & 230mm brick walls exist. 230mm brick boundary walls erf boundary erf boundary erf bounary line shaded area indicates extent of exisiting dwelling - 2 6 9 .1m ² EXISTING EXISTING DWELLING 269.1 m² extent of fire wall protrusion beyond edge of roof extent of fire wall protrusion beyond verge/edge of roof NEW NEW ENTERTAINMENT AREA 59.7 m² NEW VERANDA WITH OVERHEAD PERGOLA exist. covered SWIMMING POOL N Site Plan Scale: 1:100 REVISION No. Date By Description Where 1 14-01-2016 PJ For Information SCE A 14-02-2016 PJ For Construction N/A A NEW ENTERTAINMENT AREA ERF 4479, SUIDERHOF, WINDHOEK for MR H ZIMMERMANN All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. 2.1-00 printed: 4/10/2016@12:42 PM File Location: Z:\0691 Zimmermann Compliance and gazebo\DRAWINGS\2016-04-06 HSE ZIMMERMANN - Garden Pavilion - CONSTRUCTION.pln 4/10/2016 PJN PS/AC DRAWING DESCRIPTION : DRAWN BY : CHECKED : DRAWING SCALE : DATE DRAWN : 0691 REVISION NUMBER : PROJECT NUMBER : DRAWING NUMBER : PROJECT DESCRIPTION : Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Client : 7 Love street, PO Box 1675, Windhoek, Namibia Tel: +264 61 235 026 Fax: +264 61 239 696 http://www.stauch.com.na Architect : H. ZIMMERMANN As Shown Ground Floor Plan Plans P. BOX 2672 WINDHOEK 9000 TEL: 061 372 500 FOR CONSTRUCTION D1 ED3 2,100 877 D2 W1 S. Flow S. Flow S. Flow S. Flow S. Flow N 2 2 3 230 576 810 1,040 1,776 76 2,932 76 2,932 76 2,932 76 76 1,943 76 All exisiting FGLto be confirmed on site All exisiting FGLto be confirmed on site All exisiting FGLto be confirmed on site All exisiting FGLto be confirmed on site All exisiting FGLto be confirmed on site FFL ±0.000 -0.050 -0.050 -0.050 All exisiting FGLto be confirmed on site exist. Bedroom exist. WC 1.7 m2 exist. Bedroom exist. Bedroom NEW Veranda 27.7 m2 eq eq eq eq S. Flow S. Flow 3 W2 D E E F S1 W3 W4 1,050 230 1,338 230 800 817 5,063 15,083 230 2,279 254 110 115 1,539 3,770 230 1,913 1,540 2,426 230 1,815 120 6,435 180 2,238 100 180 8,120 180 eq eq 4,645 1,540 1,394 230 4,840 110 10,831 110 13,545 2 2,452 230 110 260 2,843 1,643 180 1,703 100 120 100 1,702 100 200 230 1,101 810 406 180 10,703 1,540 89° F D exist. 110mmØ weep holes @ 1.5m c/c exist. 110mmØ weep holes @ 1.5m c/c New Firewall plaster & paint both sides exist. Hose/Water connection on rc plinth Existing lightning conductor mast New 340mm reinforced concrete beam over existing wall at 2720mm affl to structural eng. design/detail & spec. New 230 fire wall with plaster + paint finish to both sides to 300mm height min above mono pitch roof sheeting apex 100mm square rain water spout from gutter to rainwater down pipe to discharge to existing stormwater management system. Structural steel pergola construction to structural engineer design, details and specifications trunk of existing tree Existing boundary wall with new brickwork infill panels to between existing tied to existing boundar wall overhead structural steel pergola construction to structural engineer design, details and specifications existing water point & whb remove existing built-in seating shelf an make good new 340mm reinforced concrete beam over existing wall at 2720mm affl to structural eng. design/detail & spec. Extended 'shoe' to rainwater downpipe from gutter, encased and to discharge to existing stormwater management system. Exisiting 450 high planter box retaining wall to match existing planter box existing fuse box, swithces and power sockets 76x76mm SHS MS column to S.Eng spec. 76x76mm SHS MS column to S.Eng spec. 76x76mm SHS MS column to S.Eng spec. 120mm MS SHS column to S.Eng spec. 180mm MS SHS column to S.Eng spec. Boundary Peg Land Surveyor to confirm or reinstate 50x250 concrete garden kerb stub column to Struct. Eng. stub column to Struct. Eng. 200x100x3mm RHS welded to cast in MS connection plate in RC Ring Beam 180x180mm MS SHS column to S.Eng spec. 76x76mm SHS MS column to S.Eng spec. stub column to Struct. Eng. Waterproofed floor lights to specialist 200x100mm MS RHS structural beam support to pegola above Waterproofed floor lights to specialist 100mm square rain water spout from gutter to rainwater down pipe to discharge to existing stormwater management system. 254x254mm H-Profile above to S.Eng specifications 120mm MS SHS column to S.Eng spec. Waterproofed floor lights to specialist 4 6 3 1 0 m m 2 3 3 5 0 m m E R F 4 4 9 6 E R F 4 4 9 7 E R F 4 4 6 1 Cupboard CCFL exist. covered SWIMMING POOL Area = 1.109sqm shaded area indicates extent of exisiting dwelling - 2 6 9 .1m ² 3m building line New veranda with overhead pergola/shading structure to Alluminium Specialist extent of fire wall protrusion beyond edge of roof extent of fire wall protrusion beyond verge/edge of roof erf bounary line erf bounary line 3m building line existing paved foot path existing planter box existing lawn existing lawn New tiles to screed on new concrete floor-bed to finishes schedule existing bar counter EXISTING EXISTING DWELLING 269.1 m² 200x100mm MS RHS structural beam support to pegola above ms beam over extent of pegola above (above) timber beam over erf boundary line extent of ceiling bulkhead above 59.7 m² 50mm step 200x100mm MS RHS structural beam support to pegola above refer DWG 5-02 50mm step New tiles to screed on new concrete floor-bed bed to finishes shedule NEW NEW ENTERTAINMENT AREA N New Entetainment Ground Floor Scale: 1:50 REVISION No. Date By Description Where 1 14-01-2016 PJ For Information SCE A 14-02-2016 PJ For Construction N/A A GSPublisherVersion 5.95.96.100 NEW ENTERTAINMENT AREA ERF 4479, SUIDERHOF, WINDHOEK for MR H ZIMMERMANN All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. 4-01 printed: 2016-07-12@11:15 AM File Location: Z:\0691 Zimmermann Compliance and gazebo\DRAWINGS\2016-07-11 HSE ZIMMERMANN - Garden Pavilion - CONSTRUCTION.pln 2016-07-12 PJN PS/AC DRAWING DESCRIPTION : DRAWN BY : CHECKED : DRAWING SCALE : DATE DRAWN : 0691 REVISION NUMBER : PROJECT NUMBER : DRAWING NUMBER : PROJECT DESCRIPTION : Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Client : 7 Love street, PO Box 1675, Windhoek, Namibia Tel: +264 61 235 026 Fax: +264 61 239 696 http://www.stauch.com.na Architect : H. ZIMMERMANN As Shown Elevations Elevations P. BOX 2672 WINDHOEK 9000 TEL: 061 372 500 FOR CONSTRUCTION Ground Floor ±0 Ground Floor ±0 Beam and Roof Level +2,720 Beam and Roof Level +2,720 Top of Bondary Wall +4,170 Top of Bondary Wall +4,170 ERF No. 4460 ERF No. 4497 erf boundary line 3m building line NGL varies NGL varies SL SL SL FIX new 230 fire wall with plaster + paint finish to both sides new 230 fire wall with plaster + paint finish to both sides to 300mm height min above mono pitch roof sheeting apex 53 Zincalume Craftlock steel sheet headwall flashing with counterflashing with serrated/poly closer appropriate to roof sheeting profile. clerestory/gable end glazing by specialist specification and installation sliding doors and glazing by specialist. remove existing lightning conductor mast and base footing pergola structural steel construction to structural engineer design, details and specifications existing boundary wall window and glazing by specialist remote controlled aluminium Hunter Douglas horizontal louvers to Aluminium specialist specification and installation Roof Construction: .53 Zincalume Kliplock/Craftlock profiled steel roof sheeting @ 7.0 Degree (monopitch) with concealed fixing system over 44x44mm timber battens at 450mm centers over 40mm Styrotex/Lambda Board insulation planed timber rafters by Specialist/S.Eng. @ 830mm centers by Specialist installation to Architect's approval. 110/150mm plaster surround externally to window opening dressed stone finish to match exisiting Hunter Douglas clamping peice fixed to SHS column as per Aluminium Specialist design and specifications Hunter Douglas clamping peice fixed to SHS column as per Aluminium Specialist design and specifications exisiting wall Ground Floor ±0 Ground Floor ±0 Beam and Roof Level +2,720 Beam and Roof Level +2,720 Top of Bondary Wall +4,170 Top of Bondary Wall +4,170 7° ERF No. 4497 ERF No. 4496 erf boundary line 3.0m building line NGL varies NGL varies 3,000 326 1,814 580 320 570 560 1,900 new tiles to new concrete surface bed new 230 fire wall with plaster + paint finish to both sides to 300mm height min above mono pitch roof sheeting apex .53 Zincalume/Chromadek steel sheet side wall flashing with counterflashing appropriate to roof sheeting profile. window and glazing by specialist. remove existing lightning conductor mast and base footing .53mm x GMS 200 x 200mm purpose made gutter to struct/civil engineer's detail, fall to discharge end @ 1:200 pergola structural steel construction to S.Eng spec. dressed stone and brick work parapet wall notched at gutter position. sliding window & glazing by specialist Roof Construction: .53 Zincalume Kliplock/Craftlock profiled steel roof sheeting @ 7.0 Degree (monopitch) with concealed fixing system over 44x44mm timber battens at 450mm centers over 40mm Styrotex/Lambda Board insulation planed timber rafters by Specialist/S.Eng. @ 830mm centers by Specialist installation to Architect's approval. structural steel beam to eng design/detail existing low level stone wall to garden/planter new 340mm reinforced brickwork and dressed stone chimney stack with cowl/cover and spark arrester to minimum 1000mm above roof apex. fixed glazing by specialist Aluminium framed pivot door & glazing by specialist existing boundary wall 100mm plaster surround to window opening dressed stone finish to match existing RHS MS beam to S.Eng spec. horizontal aluminium louvred shading device by Aluminium Specialist design, supply & installation West Elevation Scale: 1:50 South Elevation Scale: 1:50 REVISION No. Date By Description Where 1 14-01-2016 PJ For Information SCE A 14-02-2016 PJ For Construction N/A B 27-04-2016 PJ Removed RHS, revised windows W3 & W4 SCE C 01-06-2016 PJN Replaced 'exisiting lawn with artificial lawn' Removed retaining wall between 'varandah - new artificial lawn' Added garden kurb between 'pool edge - new artificial lawn' Removed existing 'lighting conductor mast' Contractor D 21-06-2016 PJN Revised sizes of windows W1 & W2 E 11-07-2016 PJN Revised window W3 Removed MS Column adjacent pivot door and bricked up D GSPublisherVersion 5.95.96.100 NEW ENTERTAINMENT AREA ERF 4479, SUIDERHOF, WINDHOEK for MR H ZIMMERMANN All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. 3-01 printed: 2016-07-12@11:31 AM File Location: Z:\0691 Zimmermann Compliance and gazebo\DRAWINGS\2016-07-11 HSE ZIMMERMANN - Garden Pavilion - CONSTRUCTION.pln 2016-07-12 PJN PS/AC DRAWING DESCRIPTION : DRAWN BY : CHECKED : DRAWING SCALE : DATE DRAWN : 0691 REVISION NUMBER : PROJECT NUMBER : DRAWING NUMBER : PROJECT DESCRIPTION : Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Client : 7 Love street, PO Box 1675, Windhoek, Namibia Tel: +264 61 235 026 Fax: +264 61 239 696 http://www.stauch.com.na Architect : H. ZIMMERMANN As Shown Sections Sections P. BOX 2672 WINDHOEK 9000 TEL: 061 372 500 FOR CONSTRUCTION ±0 0 Ground Floor ±0 0 Ground Floor +2,720 1 Beam and Roof Level +2,720 1 Beam and Roof Level +4,170 2 Top of Bondary Wall +4,170 2 Top of Bondary Wall 340 580 340 1,020 ERF No. 4497 ERF No. 4496 erf boundary line extent of fire wall protrusion beyond verge/edge of roof 3.0m building line NGL varies. TBC on site FGL to be 50mm min. below Verandah FFL DT06 Refer DWG:5-02 DT10 ReferDWG:5.0-01 150mm min 1,010 1,500 250 830 1,210 730 3,000 new concrete surface-bed over suitable compacted granular material to S.Eng. spec. height position of new reinforced concrete beam to either side of chimney stack as per S.Eng. specification specifications new tiles to screed on new concrete surface-bed new 220 fire wall with plaster + paint finish to both sides to 300mm height min above mono pitch roof sheeting apex .53 Zincalume Kliplock/Craftlock steel sheet headwall flashing with counterflashing with serrated/poly closer appropriate to roof sheeting profile. RHS MS beam to S.Eng. spec. glazing by specialist new skimmed and painted Rhino Board/Gyproc ceiling existing concrete strip footing foundation and foundation wall structure remove existing lightning conductor mast and base footing .53mm x GMS 200 x 200mm purpose made gutter to Struct./civil engineer's detail, fall to discharge end @ 1:200 pergola structural steel construction to S.Eng. spec. horizontal aluminium louvered shading device by Aluminium Specialist design, supply & installation dressed stone wall to match existing and brick work parapet wall notched at gutter position. existing built-in braai square timber beam as per Timber Specialist specifications and installation existing swimming pool with height adjustable overhead shade cover existing low level dressed stone wall to garden/planter new reinforced brickwork and dressed stone chimney stack to match existing with cowl/cover and spark arrester to minimum 1000mm above roof apex. remote controlled aluminium Hunter Douglas horizontal louvers to Aluminium specialist specification and installation new RC beam to Struct. Eng. detail existing chimney to be demolished to bottom of lower RC Ring Beam and re-built to height and specification as indicated 110/150mm plaster surround externally to window opening existing counter new artificial lawn 50mm min. below Verandah finished floor level Overhead Cabinet refer DWG 5.4-01 ±0 0 Ground Floor ±0 0 Ground Floor +2,720 1 Beam and Roof Level +2,720 1 Beam and Roof Level +4,170 2 Top of Bondary Wall +4,170 2 Top of Bondary Wall 2,450 265 ERF No. 4460 ERF No. 4497 existing braai with chimney stack with 150 x 200 flue erf boundary line 3m building line NGL NGL varies. TBC on site. extent of ceiling bulkhead 340 2,700 815 305 1,120 2 720 450 3 345 3,000 150mm min 450 2,893 new 220 fire wall with plaster and paint finish to both sides new concrete surface-bed over suitable compacted granular material to S.Eng. spec. new reinforced concrete beam to structural Eng.. design/detail & spec. slip-joint between brickwork and u/s concrete beam existing concrete strip footing foundation and foundation wall structure new tiles to screed on new concrete surface-bed new skimmed and painted Rhino Board/Gyproc ceiling fixed to Donn ceiling support structure system by specialist new 220 fire wall with plaster + paint finish to both sides to 300mm height min above mono pitch roof sheeting apex Roof Construction: .53 Zincalume Kliplock/Craftlock profiled steel roof sheeting @ 7.0 Degree (monopitch) with concealed fixing system over 44x44mm timber battens at 450mm centers over 40mm Styrotex/Lambda Board insulation planed timber rafters by Specialist/S.Eng.. @ 830mm centers by Specialist installation to Architect's approval. .53 Zincalume Kliplock/Craftlock steel sheet headwall flashing with counterflashing with serrated/poly closer appropriate to roof sheeting profile. clerestory/gable end glazing by Specialist square timber beam as per Timber Specialist specifications and installation window and glazing by Specialist new coping as per Wibeku approved sample. Refer to DT-15 DWG 5-03 existing bar counter new timber rafters @ 830mm centres existing concrete strip footing foundation and foundation wall structure extent of ceiling bulkhead Overhead Cabinet refer DWG 5.4-01 SectionDD Scale: 1:50 Section EE Scale: 1:50 REVISION No. Date By Description Where 1 14-01-2016 PJN For Information SCE A 14-02-2016 PJN For Construction Contractor B 01-06-2016 PJN Replaced 'exisiting lawn with artificial lawn' Removed retaining wall between 'varandah - new artificial lawn' Added garden kurb between 'pool edge - new artificial lawn' Removed existing 'lighting conductor mast' C 12-07-2016 PJN Revised H-Profile beam to square timber beam Added Overhead Bar Counter. Refer DWG 5.4-01 C GSPublisherVersion 5.95.96.100 NEW ENTERTAINMENT AREA ERF 4479, SUIDERHOF, WINDHOEK for MR H ZIMMERMANN All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. 3-01 printed: 2016-07-12@11:31 AM File Location: Z:\0691 Zimmermann Compliance and gazebo\DRAWINGS\2016-07-11 HSE ZIMMERMANN - Garden Pavilion - CONSTRUCTION.pln 2016-07-12 PJN PS/AC DRAWING DESCRIPTION : DRAWN BY : CHECKED : DRAWING SCALE : DATE DRAWN : 0691 REVISION NUMBER : PROJECT NUMBER : DRAWING NUMBER : PROJECT DESCRIPTION : Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Client : 7 Love street, PO Box 1675, Windhoek, Namibia Tel: +264 61 235 026 Fax: +264 61 239 696 http://www.stauch.com.na Architect : H. ZIMMERMANN As Shown Sections Sections P. BOX 2672 WINDHOEK 9000 TEL: 061 372 500 FOR CONSTRUCTION ±0 0 Ground Floor ±0 0 Ground Floor +2,720 1 Beam and Roof Level +2,720 1 Beam and Roof Level +4,170 2 Top of Bondary Wall +4,170 2 Top of Bondary Wall 340 580 340 1,020 ERF No. 4497 ERF No. 4496 erf boundary line extent of fire wall protrusion beyond verge/edge of roof 3.0m building line NGL varies. TBC on site FGL to be 50mm min. below Verandah FFL DT06 Refer DWG:5-02 DT10 ReferDWG:5.0-01 150mm min 1,010 1,500 250 830 1,210 730 3,000 new concrete surface-bed over suitable compacted granular material to S.Eng. spec. height position of new reinforced concrete beam to either side of chimney stack as per S.Eng. specification specifications new tiles to screed on new concrete surface-bed new 220 fire wall with plaster + paint finish to both sides to 300mm height min above mono pitch roof sheeting apex .53 Zincalume Kliplock/Craftlock steel sheet headwall flashing with counterflashing with serrated/poly closer appropriate to roof sheeting profile. RHS MS beam to S.Eng. spec. glazing by specialist new skimmed and painted Rhino Board/Gyproc ceiling existing concrete strip footing foundation and foundation wall structure remove existing lightning conductor mast and base footing .53mm x GMS 200 x 200mm purpose made gutter to Struct./civil engineer's detail, fall to discharge end @ 1:200 pergola structural steel construction to S.Eng. spec. horizontal aluminium louvered shading device by Aluminium Specialist design, supply & installation dressed stone wall to match existing and brick work parapet wall notched at gutter position. existing built-in braai square timber beam as per Timber Specialist specifications and installation existing swimming pool with height adjustable overhead shade cover existing low level dressed stone wall to garden/planter new reinforced brickwork and dressed stone chimney stack to match existing with cowl/cover and spark arrester to minimum 1000mm above roof apex. remote controlled aluminium Hunter Douglas horizontal louvers to Aluminium specialist specification and installation new RC beam to Struct. Eng. detail existing chimney to be demolished to bottom of lower RC Ring Beam and re-built to height and specification as indicated 110/150mm plaster surround externally to window opening existing counter new artificial lawn 50mm min. below Verandah finished floor level Overhead Cabinet refer DWG 5.4-01 ±0 0 Ground Floor ±0 0 Ground Floor +2,720 1 Beam and Roof Level +2,720 1 Beam and Roof Level +4,170 2 Top of Bondary Wall +4,170 2 Top of Bondary Wall 2,450 265 ERF No. 4460 ERF No. 4497 existing braai with chimney stack with 150 x 200 flue erf boundary line 3m building line NGL NGL varies. TBC on site. extent of ceiling bulkhead 340 2,700 815 305 1,120 2 720 450 3 345 3,000 150mm min 450 2,893 new 220 fire wall with plaster and paint finish to both sides new concrete surface-bed over suitable compacted granular material to S.Eng. spec. new reinforced concrete beam to structural Eng.. design/detail & spec. slip-joint between brickwork and u/s concrete beam existing concrete strip footing foundation and foundation wall structure new tiles to screed on new concrete surface-bed new skimmed and painted Rhino Board/Gyproc ceiling fixed to Donn ceiling support structure system by specialist new 220 fire wall with plaster + paint finish to both sides to 300mm height min above mono pitch roof sheeting apex Roof Construction: .53 Zincalume Kliplock/Craftlock profiled steel roof sheeting @ 7.0 Degree (monopitch) with concealed fixing system over 44x44mm timber battens at 450mm centers over 40mm Styrotex/Lambda Board insulation planed timber rafters by Specialist/S.Eng.. @ 830mm centers by Specialist installation to Architect's approval. .53 Zincalume Kliplock/Craftlock steel sheet headwall flashing with counterflashing with serrated/poly closer appropriate to roof sheeting profile. clerestory/gable end glazing by Specialist square timber beam as per Timber Specialist specifications and installation window and glazing by Specialist new coping as per Wibeku approved sample. Refer to DT-15 DWG 5-03 existing bar counter new timber rafters @ 830mm centres existing concrete strip footing foundation and foundation wall structure extent of ceiling bulkhead Overhead Cabinet refer DWG 5.4-01 SectionDD Scale: 1:50 Section EE Scale: 1:50 REVISION No. Date By Description Where 1 14-01-2016 PJN For Information SCE A 14-02-2016 PJN For Construction Contractor B 01-06-2016 PJN Replaced 'exisiting lawn with artificial lawn' Removed retaining wall between 'varandah - new artificial lawn' Added garden kurb between 'pool edge - new artificial lawn' Removed existing 'lighting conductor mast' C 12-07-2016 PJN Revised H-Profile beam to square timber beam Added Overhead Bar Counter. Refer DWG 5.4-01 C zimmerman pavillion design By fellow colleagues modelling & documentation PRINCE James & fellow colleagues

working drawings 42 NEW ENTERTAINMENT AREA ERF 4479, SUIDERHOF, WINDHOEK for MR H ZIMMERMANN All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. 1.0-00 printed: 4/10/2016@12:42 PM File Location: Z:\0691 Zimmermann Compliance and gazebo\DRAWINGS\2016-04-06 HSE ZIMMERMANN - Garden Pavilion - CONSTRUCTION.pln 4/10/2016 PJN PS/AC DRAWING DESCRIPTION : DRAWN BY : CHECKED : DRAWING SCALE : DATE DRAWN : 0691 REVISION NUMBER : PROJECT NUMBER : DRAWING NUMBER : PROJECT DESCRIPTION : Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Client : 7 Love street, PO Box 1675, Windhoek, Namibia Tel: +264 61 235 026 Fax: +264 61 239 696 http://www.stauch.com.na Architect : H. ZIMMERMANN As Shown Site & Settiing Out Plan Site P. BOX 2672 WINDHOEK 9000 TEL: 061 372 500 FOR CONSTRUCTION STD. 'ARCADIA' ALU SLIDING DOOR WITH INSECT SCREEN TYPE OXXO 6127 Cupboard CDFL S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow S. Flow exist. FL. Box exist. FL. Box 3m building line 5m building line exist. M H exist. M H exist. M H 3m building line 664 5,710 3,880 6,271 O/ALL Dimension =16,525 All exisiting FGLto be confirmed on site 2 3 0 8 0 m m 4 6 3 1 0 m m 2 3 3 5 0 m m E R F 4 4 5 9 E R F 4 4 9 8 E R F 4 4 6 0 FL. Box FL. Box P O O L p u m p 1 7 0 3 1 7 0 5 k e y exist. sewer line exist. M H exist. M H exist. M H erf boundary existing pavement D I A Z S T R E E T All exisiting FGLto be confirmed on site exist. boundary wall, with 110mmØ weep holes @ 1.5m c/c exist. M H S. Flow S. Flow 4,843 O/ALL Dimension = 18,019 1,954 1,096 8,366 4,576 210 1,287 530 396 11,536 3,777 7,934 2,892 2,897 8,538 3,777 15,208 2,916 745 1,988 5,169 10,818 10,826 15,313 89° STEP exist. 110mmØ weep holes @ 1.5m c/c exist. boundary wall, with 110mmØ weep holes @ 1.5m c/c exist. 110mmØ weep holes @ 1.5m c/c exist. 110mmØ weep holes @ 1.5m c/c EXIST. ENTRANCE GATE exist. Hose/Water connection on rc plinth new masonry columns existing masonry wall new steel fence, fixed to masonry columns trunk of existing tree Existing lightning conductor mast Boundary Peg Land Surveyor to confirm or reinstate 50 wide garden kurb 1 7 0 4 1 7 0 5 E R F 4 4 9 6 E R F 4 4 9 7 E R F 4 4 6 1 exist. 115 & 230mm brick walls new 115 & 230mm brick walls exist. 230mm brick boundary walls erf boundary erf boundary erf bounary line shaded area indicates extent of exisiting dwelling - 2 6 9 .1m ² EXISTING EXISTING DWELLING 269.1 m² extent of fire wall protrusion beyond edge of roof extent of fire wall protrusion beyond verge/edge of roof NEW NEW ENTERTAINMENT AREA 59.7 m² NEW VERANDA WITH OVERHEAD PERGOLA exist. covered SWIMMING POOL N Site Plan Scale: 1:100 REVISION No. Date By Description Where 1 14-01-2016 PJ For Information SCE A 14-02-2016 PJ For Construction N/A A NEW ENTERTAINMENT AREA ERF 4479, SUIDERHOF, WINDHOEK for MR H ZIMMERMANN All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. 2.1-00 printed: 4/10/2016@12:42 PM File Location: Z:\0691 Zimmermann Compliance and gazebo\DRAWINGS\2016-04-06 HSE ZIMMERMANN - Garden Pavilion - CONSTRUCTION.pln 4/10/2016 PJN PS/AC DRAWING DESCRIPTION : DRAWN BY : CHECKED : DRAWING SCALE : DATE DRAWN : 0691 REVISION NUMBER : PROJECT NUMBER : DRAWING NUMBER : PROJECT DESCRIPTION : Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Client : 7 Love street, PO Box 1675, Windhoek, Namibia Tel: +264 61 235 026 Fax: +264 61 239 696 http://www.stauch.com.na Architect : H. ZIMMERMANN As Shown Ground Floor Plan Plans P. BOX 2672 WINDHOEK 9000 TEL: 061 372 500 FOR CONSTRUCTION D1 ED3 2,100 877 D2 W1 S. Flow S. Flow S. Flow S. Flow S. Flow N 2 2 3 230 576 810 1,040 1,776 76 2,932 76 2,932 76 2,932 76 76 1,943 76 All exisiting FGLto be confirmed on site All exisiting FGLto be confirmed on site All exisiting FGLto be confirmed on site All exisiting FGLto be confirmed on site All exisiting FGLto be confirmed on site FFL ±0.000 -0.050 -0.050 -0.050 All exisiting FGLto be confirmed on site exist. Bedroom exist. WC 1.7 m2 exist. Bedroom exist. Bedroom NEW Veranda 27.7 m2 eq eq eq eq S. Flow S. Flow 3 W2 D E E F S1 W3 W4 1,050 230 1,338 230 800 817 5,063 15,083 230 2,279 254 110 115 1,539 3,770 230 1,913 1,540 2,426 230 1,815 120 6,435 180 2,238 100 180 8,120 180 eq eq 4,645 1,540 1,394 230 4,840 110 10,831 110 13,545 2 2,452 230 110 260 2,843 1,643 180 1,703 100 120 100 1,702 100 200 230 1,101 810 406 180 10,703 1,540 89° F D exist. 110mmØ weep holes @ 1.5m c/c exist. 110mmØ weep holes @ 1.5m c/c New Firewall plaster & paint both sides exist. Hose/Water connection on rc plinth Existing lightning conductor mast New 340mm reinforced concrete beam over existing wall at 2720mm affl to structural eng. design/detail & spec. New 230 fire wall with plaster + paint finish to both sides to 300mm height min above mono pitch roof sheeting apex 100mm square rain water spout from gutter to rainwater down pipe to discharge to existing stormwater management system. Structural steel pergola construction to structural engineer design, details and specifications trunk of existing tree Existing boundary wall with new brickwork infill panels to between existing tied to existing boundar wall overhead structural steel pergola construction to structural engineer design, details and specifications existing water point & whb remove existing built-in seating shelf an make good new 340mm reinforced concrete beam over existing wall at 2720mm affl to structural eng. design/detail & spec. Extended 'shoe' to rainwater downpipe from gutter, encased and to discharge to existing stormwater management system. Exisiting 450 high planter box retaining wall to match existing planter box existing fuse box, swithces and power sockets 76x76mm SHS MS column to S.Eng spec. 76x76mm SHS MS column to S.Eng spec. 76x76mm SHS MS column to S.Eng spec. 120mm MS SHS column to S.Eng spec. 180mm MS SHS column to S.Eng spec. Boundary Peg Land Surveyor to confirm or reinstate 50x250 concrete garden kerb stub column to Struct. Eng. stub column to Struct. Eng. 200x100x3mm RHS welded to cast in MS connection plate in RC Ring Beam 180x180mm MS SHS column to S.Eng spec. 76x76mm SHS MS column to S.Eng spec. stub column to Struct. Eng. Waterproofed floor lights to specialist 200x100mm MS RHS structural beam support to pegola above Waterproofed floor lights to specialist 100mm square rain water spout from gutter to rainwater down pipe to discharge to existing stormwater management system. 254x254mm H-Profile above to S.Eng specifications 120mm MS SHS column to S.Eng spec. Waterproofed floor lights to specialist 4 6 3 1 0 m m 2 3 3 5 0 m m E R F 4 4 9 6 E R F 4 4 9 7 E R F 4 4 6 1 Cupboard CCFL exist. covered SWIMMING POOL Area = 1.109sqm shaded area indicates extent of exisiting dwelling - 2 6 9 .1m ² 3m building line New veranda with overhead pergola/shading structure to Alluminium Specialist extent of fire wall protrusion beyond edge of roof extent of fire wall protrusion beyond verge/edge of roof erf bounary line erf bounary line 3m building line existing paved foot path existing planter box existing lawn existing lawn New tiles to screed on new concrete floor-bed to finishes schedule existing bar counter EXISTING EXISTING DWELLING 269.1 m² 200x100mm MS RHS structural beam support to pegola above ms beam over extent of pegola above (above) timber beam over erf boundary line extent of ceiling bulkhead above 59.7 m² 50mm step 200x100mm MS RHS structural beam support to pegola above refer DWG 5-02 50mm step New tiles to screed on new concrete floor-bed bed to finishes shedule NEW NEW ENTERTAINMENT AREA N New Entetainment Ground Floor Scale: 1:50 REVISION No. Date By Description Where 1 14-01-2016 PJ For Information SCE A 14-02-2016 PJ For Construction N/A A GSPublisherVersion 5.95.96.100 NEW ENTERTAINMENT AREA ERF 4479, SUIDERHOF, WINDHOEK for MR H ZIMMERMANN All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. 4-01 printed: 2016-07-12@11:15 AM File Location: Z:\0691 Zimmermann Compliance and gazebo\DRAWINGS\2016-07-11 HSE ZIMMERMANN - Garden Pavilion - CONSTRUCTION.pln 2016-07-12 PJN PS/AC DRAWING DESCRIPTION : DRAWN BY : CHECKED : DRAWING SCALE : DATE DRAWN : 0691 REVISION NUMBER : PROJECT NUMBER : DRAWING NUMBER : PROJECT DESCRIPTION : Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Client : 7 Love street, PO Box 1675, Windhoek, Namibia Tel: +264 61 235 026 Fax: +264 61 239 696 http://www.stauch.com.na Architect : H. ZIMMERMANN As Shown Elevations Elevations P. BOX 2672 WINDHOEK 9000 TEL: 061 372 500 FOR CONSTRUCTION Ground Floor ±0 Ground Floor ±0 Beam and Roof Level +2,720 Beam and Roof Level +2,720 Top of Bondary Wall +4,170 Top of Bondary Wall +4,170 ERF No. 4460 ERF No. 4497 erf boundary line 3m building line NGL varies NGL varies SL SL SL FIX new 230 fire wall with plaster + paint finish to both sides new 230 fire wall with plaster + paint finish to both sides to 300mm height min above mono pitch roof sheeting apex 53 Zincalume Craftlock steel sheet headwall flashing with counterflashing with serrated/poly closer appropriate to roof sheeting profile. clerestory/gable end glazing by specialist specification and installation sliding doors and glazing by specialist. remove existing lightning conductor mast and base footing pergola structural steel construction to structural engineer design, details and specifications existing boundary wall window and glazing by specialist remote controlled aluminium Hunter Douglas horizontal louvers to Aluminium specialist specification and installation Roof Construction: .53 Zincalume Kliplock/Craftlock profiled steel roof sheeting @ 7.0 Degree (monopitch) with concealed fixing system over 44x44mm timber battens at 450mm centers over 40mm Styrotex/Lambda Board insulation planed timber rafters by Specialist/S.Eng. @ 830mm centers by Specialist installation to Architect's approval. 110/150mm plaster surround externally to window opening dressed stone finish to match exisiting Hunter Douglas clamping peice fixed to SHS column as per Aluminium Specialist design and specifications Hunter Douglas clamping peice fixed to SHS column as per Aluminium Specialist design and specifications exisiting wall Ground Floor ±0 Ground Floor ±0 Beam and Roof Level +2,720 Beam and Roof Level +2,720 Top of Bondary Wall +4,170 Top of Bondary Wall +4,170 7° ERF No. 4497 ERF No. 4496 erf boundary line 3.0m building line NGL varies NGL varies 3,000 326 1,814 580 320 570 560 1,900 new tiles to new concrete surface bed new 230 fire wall with plaster + paint finish to both sides to 300mm height min above mono pitch roof sheeting apex .53 Zincalume/Chromadek steel sheet side wall flashing with counterflashing appropriate to roof sheeting profile. window and glazing by specialist. remove existing lightning conductor mast and base footing .53mm x GMS 200 x 200mm purpose made gutter to struct/civil engineer's detail, fall to discharge end @ 1:200 pergola structural steel construction to S.Eng spec. dressed stone and brick work parapet wall notched at gutter position. sliding window & glazing by specialist Roof Construction: .53 Zincalume Kliplock/Craftlock profiled steel roof sheeting @ 7.0 Degree (monopitch) with concealed fixing system over 44x44mm timber battens at 450mm centers over 40mm Styrotex/Lambda Board insulation planed timber rafters by Specialist/S.Eng. @ 830mm centers by Specialist installation to Architect's approval. structural steel beam to eng design/detail existing low level stone wall to garden/planter new 340mm reinforced brickwork and dressed stone chimney stack with cowl/cover and spark arrester to minimum 1000mm above roof apex. fixed glazing by specialist Aluminium framed pivot door & glazing by specialist existing boundary wall 100mm plaster surround to window opening dressed stone finish to match existing RHS MS beam to S.Eng spec. horizontal aluminium louvred shading device by Aluminium Specialist design, supply & installation West Elevation Scale: 1:50 South Elevation Scale: 1:50 REVISION No. Date By Description Where 1 14-01-2016 PJ For Information SCE A 14-02-2016 PJ For Construction N/A B 27-04-2016 PJ Removed RHS, revised windows W3 & W4 SCE C 01-06-2016 PJN Replaced 'exisiting lawn with artificial lawn' Removed retaining wall between 'varandah - new artificial lawn' Added garden kurb between 'pool edge - new artificial lawn' Removed existing 'lighting conductor mast' Contractor D 21-06-2016 PJN Revised sizes of windows W1 & W2 E 11-07-2016 PJN Revised window W3 Removed MS Column adjacent pivot door and bricked up D GSPublisherVersion 5.95.96.100 NEW ENTERTAINMENT AREA ERF 4479, SUIDERHOF, WINDHOEK for MR H ZIMMERMANN All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. 3-01 printed: 2016-07-12@11:31 AM File Location: Z:\0691 Zimmermann Compliance and gazebo\DRAWINGS\2016-07-11 HSE ZIMMERMANN - Garden Pavilion - CONSTRUCTION.pln 2016-07-12 PJN PS/AC DRAWING DESCRIPTION : DRAWN BY : CHECKED : DRAWING SCALE : DATE DRAWN : 0691 REVISION NUMBER : PROJECT NUMBER : DRAWING NUMBER : PROJECT DESCRIPTION : Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Client : 7 Love street, PO Box 1675, Windhoek, Namibia Tel: +264 61 235 026 Fax: +264 61 239 696 http://www.stauch.com.na Architect : H. ZIMMERMANN As Shown Sections Sections P. BOX 2672 WINDHOEK 9000 TEL: 061 372 500 FOR CONSTRUCTION ±0 0 Ground Floor ±0 0 Ground Floor +2,720 1 Beam and Roof Level +2,720 1 Beam and Roof Level +4,170 2 Top of Bondary Wall +4,170 2 Top of Bondary Wall 340 580 340 1,020 ERF No. 4497 ERF No. 4496 erf boundary line extent of fire wall protrusion beyond verge/edge of roof 3.0m building line NGL varies. TBC on site FGL to be 50mm min. below Verandah FFL DT06 Refer DWG:5-02 DT10 ReferDWG:5.0-01 150mm min 1,010 1,500 250 830 1,210 730 3,000 new concrete surface-bed over suitable compacted granular material to S.Eng. spec. height position of new reinforced concrete beam to either side of chimney stack as per S.Eng. specification specifications new tiles to screed on new concrete surface-bed new 220 fire wall with plaster + paint finish to both sides to 300mm height min above mono pitch roof sheeting apex .53 Zincalume Kliplock/Craftlock steel sheet headwall flashing with counterflashing with serrated/poly closer appropriate to roof sheeting profile. RHS MS beam to S.Eng. spec. glazing by specialist new skimmed and painted Rhino Board/Gyproc ceiling existing concrete strip footing foundation and foundation wall structure remove existing lightning conductor mast and base footing .53mm x GMS 200 x 200mm purpose made gutter to Struct./civil engineer's detail, fall to discharge end @ 1:200 pergola structural steel construction to S.Eng. spec. horizontal aluminium louvered shading device by Aluminium Specialist design, supply & installation dressed stone wall to match existing and brick work parapet wall notched at gutter position. existing built-in braai square timber beam as per Timber Specialist specifications and installation existing swimming pool with height adjustable overhead shade cover existing low level dressed stone wall to garden/planter new reinforced brickwork and dressed stone chimney stack to match existing with cowl/cover and spark arrester to minimum 1000mm above roof apex. remote controlled aluminium Hunter Douglas horizontal louvers to Aluminium specialist specification and installation new RC beam to Struct. Eng. detail existing chimney to be demolished to bottom of lower RC Ring Beam and re-built to height and specification as indicated 110/150mm plaster surround externally to window opening existing counter new artificial lawn 50mm min. below Verandah finished floor level Overhead Cabinet refer DWG 5.4-01 ±0 0 Ground Floor ±0 0 Ground Floor +2,720 1 Beam and Roof Level +2,720 1 Beam and Roof Level +4,170 2 Top of Bondary Wall +4,170 2 Top of Bondary Wall 2,450 265 ERF No. 4460 ERF No. 4497 existing braai with chimney stack with 150 x 200 flue erf boundary line 3m building line NGL NGL varies. TBC on site. extent of ceiling bulkhead 340 2,700 815 305 1,120 2 720 450 3 345 3,000 150mm min 450 2,893 new 220 fire wall with plaster and paint finish to both sides new concrete surface-bed over suitable compacted granular material to S.Eng. spec. new reinforced concrete beam to structural Eng.. design/detail & spec. slip-joint between brickwork and u/s concrete beam existing concrete strip footing foundation and foundation wall structure new tiles to screed on new concrete surface-bed new skimmed and painted Rhino Board/Gyproc ceiling fixed to Donn ceiling support structure system by specialist new 220 fire wall with plaster + paint finish to both sides to 300mm height min above mono pitch roof sheeting apex Roof Construction: .53 Zincalume Kliplock/Craftlock profiled steel roof sheeting @ 7.0 Degree (monopitch) with concealed fixing system over 44x44mm timber battens at 450mm centers over 40mm Styrotex/Lambda Board insulation planed timber rafters by Specialist/S.Eng.. @ 830mm centers by Specialist installation to Architect's approval. .53 Zincalume Kliplock/Craftlock steel sheet headwall flashing with counterflashing with serrated/poly closer appropriate to roof sheeting profile. clerestory/gable end glazing by Specialist square timber beam as per Timber Specialist specifications and installation window and glazing by Specialist new coping as per Wibeku approved sample. Refer to DT-15 DWG 5-03 existing bar counter new timber rafters @ 830mm centres existing concrete strip footing foundation and foundation wall structure extent of ceiling bulkhead Overhead Cabinet refer DWG 5.4-01 SectionDD Scale: 1:50 Section EE Scale: 1:50 REVISION No. Date By Description Where 1 14-01-2016 PJN For Information SCE A 14-02-2016 PJN For Construction Contractor B 01-06-2016 PJN Replaced 'exisiting lawn with artificial lawn' Removed retaining wall between 'varandah - new artificial lawn' Added garden kurb between 'pool edge - new artificial lawn' Removed existing 'lighting conductor mast' C 12-07-2016 PJN Revised H-Profile beam to square timber beam Added Overhead Bar Counter. Refer DWG 5.4-01 C GSPublisherVersion 5.95.96.100 NEW ENTERTAINMENT AREA ERF 4479, SUIDERHOF, WINDHOEK for MR H ZIMMERMANN All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. 3-01 printed: 2016-07-12@11:31 AM File Location: Z:\0691 Zimmermann Compliance and gazebo\DRAWINGS\2016-07-11 HSE ZIMMERMANN - Garden Pavilion - CONSTRUCTION.pln 2016-07-12 PJN PS/AC DRAWING DESCRIPTION : DRAWN BY : CHECKED : DRAWING SCALE : DATE DRAWN : 0691 REVISION NUMBER : PROJECT NUMBER : DRAWING NUMBER : PROJECT DESCRIPTION : Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Client : 7 Love street, PO Box 1675, Windhoek, Namibia Tel: +264 61 235 026 Fax: +264 61 239 696 http://www.stauch.com.na Architect : H. ZIMMERMANN As Shown Sections Sections P. BOX 2672 WINDHOEK 9000 TEL: 061 372 500 FOR CONSTRUCTION ±0 0 Ground Floor ±0 0 Ground Floor +2,720 1 Beam and Roof Level +2,720 1 Beam and Roof Level +4,170 2 Top of Bondary Wall +4,170 2 Top of Bondary Wall 340 580 340 1,020 ERF No. 4497 ERF No. 4496 erf boundary line extent of fire wall protrusion beyond verge/edge of roof 3.0m building line NGL varies. TBC on site FGL to be 50mm min. below Verandah FFL DT06 Refer DWG:5-02 DT10 ReferDWG:5.0-01 150mm min 1,010 1,500 250 830 1,210 730 3,000 new concrete surface-bed over suitable compacted granular material to S.Eng. spec. height position of new reinforced concrete beam to either side of chimney stack as per S.Eng. specification specifications new tiles to screed on new concrete surface-bed new 220 fire wall with plaster + paint finish to both sides to 300mm height min above mono pitch roof sheeting apex .53 Zincalume Kliplock/Craftlock steel sheet headwall flashing with counterflashing with serrated/poly closer appropriate to roof sheeting profile. RHS MS beam to S.Eng. spec. glazing by specialist new skimmed and painted Rhino Board/Gyproc ceiling existing concrete strip footing foundation and foundation wall structure remove existing lightning conductor mast and base footing .53mm x GMS 200 x 200mm purpose made gutter to Struct./civil engineer's detail, fall to discharge end @ 1:200 pergola structural steel construction to S.Eng. spec. horizontal aluminium louvered shading device by Aluminium Specialist design, supply & installation dressed stone wall to match existing and brick work parapet wall notched at gutter position. existing built-in braai square timber beam as per Timber Specialist specifications and installation existing swimming pool with height adjustable overhead shade cover existing low level dressed stone wall to garden/planter new reinforced brickwork and dressed stone chimney stack to match existing with cowl/cover and spark arrester to minimum 1000mm above roof apex. remote controlled aluminium Hunter Douglas horizontal louvers to Aluminium specialist specification and installation new RC beam to Struct. Eng. detail existing chimney to be demolished to bottom of lower RC Ring Beam and re-built to height and specification as indicated 110/150mm plaster surround externally to window opening existing counter new artificial lawn 50mm min. below Verandah finished floor level Overhead Cabinet refer DWG 5.4-01 ±0 0 Ground Floor ±0 0 Ground Floor +2,720 1 Beam and Roof Level +2,720 1 Beam and Roof Level +4,170 2 Top of Bondary Wall +4,170 2 Top of Bondary Wall 2,450 265 ERF No. 4460 ERF No. 4497 existing braai with chimney stack with 150 x 200 flue erf boundary line 3m building line NGL NGL varies. TBC on site. extent of ceiling bulkhead 340 2,700 815 305 1,120 2 720 450 3 345 3,000 150mm min 450 2,893 new 220 fire wall with plaster and paint finish to both sides new concrete surface-bed over suitable compacted granular material to S.Eng. spec. new reinforced concrete beam to structural Eng.. design/detail & spec. slip-joint between brickwork and u/s concrete beam existing concrete strip footing foundation and foundation wall structure new tiles to screed on new concrete surface-bed new skimmed and painted Rhino Board/Gyproc ceiling fixed to Donn ceiling support structure system by specialist new 220 fire wall with plaster + paint finish to both sides to 300mm height min above mono pitch roof sheeting apex Roof Construction: .53 Zincalume Kliplock/Craftlock profiled steel roof sheeting @ 7.0 Degree (monopitch) with concealed fixing system over 44x44mm timber battens at 450mm centers over 40mm Styrotex/Lambda Board insulation planed timber rafters by Specialist/S.Eng.. @ 830mm centers by Specialist installation to Architect's approval. .53 Zincalume Kliplock/Craftlock steel sheet headwall flashing with counterflashing with serrated/poly closer appropriate to roof sheeting profile. clerestory/gable end glazing by Specialist square timber beam as per Timber Specialist specifications and installation window and glazing by Specialist new coping as per Wibeku approved sample. Refer to DT-15 DWG 5-03 existing bar counter new timber rafters @ 830mm centres existing concrete strip footing foundation and foundation wall structure extent of ceiling bulkhead Overhead Cabinet refer DWG 5.4-01 SectionDD Scale: 1:50 Section EE Scale: 1:50 REVISION No. Date By Description Where 1 14-01-2016 PJN For Information SCE A 14-02-2016 PJN For Construction Contractor B 01-06-2016 PJN Replaced 'exisiting lawn with artificial lawn' Removed retaining wall between 'varandah - new artificial lawn' Added garden kurb between 'pool edge - new artificial lawn' Removed existing 'lighting conductor mast' C 12-07-2016 PJN Revised H-Profile beam to square timber beam Added Overhead Bar Counter. Refer DWG 5.4-01 C zimmerman pavillion design By fellow colleagues modelling & documentation PRINCE James & fellow colleagues working drawings 43 GSPublisherVersion 5.95.96.100 NEW ENTERTAINMENT AREA ERF 4479, SUIDERHOF, WINDHOEK for MR H ZIMMERMANN All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. 5.4-01 printed: 2016-07-12@11:15 AM File Location: Z:\0691 Zimmermann Compliance and gazebo\DRAWINGS\2016-07-11 HSE ZIMMERMANN - Garden Pavilion - CONSTRUCTION.pln 2016-07-12 PJN PS/AC DRAWING DESCRIPTION : DRAWN BY : CHECKED : DRAWING SCALE : DATE DRAWN : 0691 REVISION NUMBER : PROJECT NUMBER : DRAWING NUMBER : PROJECT DESCRIPTION : Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Client : 7 Love street, PO Box 1675, Windhoek, Namibia Tel: +264 61 235 026 Fax: +264 61 239 696 http://www.stauch.com.na Architect : H. ZIMMERMANN As Shown Joinery Layout Joinery Details P. BOX 2672 WINDHOEK 9000 TEL: 061 372 500 FOR CONSTRUCTION 30 30 A A B B OPEN OPEN 89° line of 6mm toughened glazing line of 6mm toughened glazing existing whb existing worktop with polished timber worktop finish M8 threaded steel rod with brushed aluminium sleeve fixed to rafters as per Aluminium Specialist DT-01 Detail A 1,050 750 525 395 AFFL +2,720 AFFL +2,325 FFL ±0.000 AFFL +1,800 2,720 existing worktop with polished timber worktop finish 6mm glazing fixed to superwood boards MS threaded steel rod fixed to 80x45mm timber support 80x45mm member fixed between rafters new ceiling bulkhead with recessed shadow lights OPEN M14 brushed aluminium threaded sleeve by Aluminium Specialist 1,800 50 400 75 2,325 395 AFFL +2,325 AFFL +1,800 AFFL +1,050 FFL ±0.000 existing worktop with polished timebr worktop finish 6mm glazing fixed to superwood boards MS threaded steel rod fixed to 80x45mm timber support M14 brushed aluminium threaded sleeve by Aluminium Specialist new ceiling bulkhead with recessed shadow lights OPEN DT-03 Bottom Fixing Detail DT-04 Top Fixing Detail 32 18 400 32 32 8 434 8 450 U-channel aluminium strip with putty for glass fixing, top to be flush with superwood finish as per Joinery Specialist's detail and specification M8 threaded steel rod 6mm toughened clear glazing by specialist wood-glue/putty plug fitted flush with bottom surface of shelf 8mm painted Superwood edge strip M14 brushed aluminium threaded sleeve by Aluminium Specialist 3mm ms anchor washers 8mm Superwood edge strip 30mm Ø 3mm thick ms anchor washer 6mm toughened clear glazing by specialist M8 threaded steel rod M14 brushed aluminium threaded sleeve by Aluminium Specialist bolt fixed into aluminium sleeve wood-glue/putty plug fitted flush with bottom surface of shelf U-channel aluminium strip with putty for glass fixing, top to be flush with superwood finish as per Joinery Specialist's detail and specification 32 32 8mm painted Superwood edge strip 30mm Ø 3mm thick ms anchor washers 3mm thoughned clear glazing by specilist M8 threaded rod M14 brushed alluminium threaded sleave by Aluminium Specialst painted Superwood boards as per Joinery Specilist. Paint as per Architect approved sample. U-channel alluminium strip with putty for glass fixing, top to be flush with superwood finish as per Joinery Specialist's detail and specification M14 brushed aluminium threaded sleeve by Aluminium Specialist 150x40mm fixing brace fixed between rafters M8 threaded chrome rod 3mm ms anchor washers Jonery Layout Scale: 1:20 Section A Scale: 1:20 Section B Scale: 1:20 Counter Detailed Section Scale: 1:5 Bottom Fixing Detail Scale: 1:1 Perspective View Top Fixing Detail Scale: 1:1 Rafter Fixing Detail Scale: 1:5 Perspective View existing stone clad support wall existing worktop with polished timebr worktop finish existing WHB and exisiting drainage to remain new overhead counter M8 threaded chrome rod with brushed aluminium sleeve fixed to rafters as per Aluminium Specialist new ceiling bulkhead with recessed shadow lights existing stone clad support wall existing worktop with polished timebr worktop finish new overhead counter MS threaded chrome rod fixed to 80x45mm timber support new ceiling bulkhead with recessed shadow lights t&g ceiling as per Timber Specialist ELEVATION SECTION REVISION No. Date By Description Where 1 07-07-2016 PJN Issued for Information Contractor 2 12-07-2016 PJN Issued for Information A 12-07-2016 PJN ISSUED FOR CONSTRUCTION Contractor A OPEN OPEN GSPublisherVersion 20.89.90.100 NEW ENTERTAINMENT AREA ERF 4479, SUIDERHOF, WINDHOEK for MR H ZIMMERMANN All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. 5-04 printed: 2016-07-27@11:12 AM File Location: Z:\0691 Zimmermann Compliance and gazebo\DRAWINGS\2016-07-14 HSE ZIMMERMANN - Garden Pavilion - CONSTRUCTION.pln 2016-07-27 PJN PS/AC DRAWING DESCRIPTION : DRAWN BY : CHECKED : DRAWING SCALE : DATE DRAWN : 0691 REVISION NUMBER : PROJECT NUMBER : DRAWING NUMBER : PROJECT DESCRIPTION : Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Client : 7 Love street, PO Box 1675, Windhoek, Namibia Tel: +264 61 235 026 Fax: +264 61 239 696 http://www.stauch.com.na Architect : H. ZIMMERMANN As Shown Window - Stone Cladding Details Construction Details P. BOX 2672 WINDHOEK 9000 TEL: 061 372 500 FOR CONSTRUCTION aluminium S frame to Alumiium Specialist specifications and installation glazing to Aluminium Specialist specifications and installation RC beam as per Structural Engineer's specifications 40x40x3mm MS angle, bolted to RC beam as per Structural Engineer's specifications 25 90 80 wire mesh, fixed to brick wall epoxy adhesive, as per Manufacturer's details & specifications 220mm brick wall mortar natural stone cladding, stones to be sourced locally and to be approved by Architect prior to construction 20mm max. thick stone tile 80 90 80 55 220 25 glazing to Aluminium Specialist specifications and installation glazing to Aluminium Specialist specifications and installation 80mm natural stone cladding, stones to be sourced locally and to be approved by Architect prior to construction 220mm brick wall 80mm natural stone external sill, stones to be sourced locally and to be approved by Architect prior to construction D-18 Window - Stone Clading Detail Scale: 1:2 D-19 Window - Stone Cladding Detail (Plan) Scale: 1:2 REVISION No. Date By Description Where A 27-07-2016 PJN For Construction A GSPublisherVersion 20.89.90.100 NEW ENTERTAINMENT AREA ERF 4479, SUIDERHOF, WINDHOEK for MR H ZIMMERMANN All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. 5-04 printed: 2016-07-27@11:12 AM File Location: Z:\0691 Zimmermann Compliance and gazebo\DRAWINGS\2016-07-14 HSE ZIMMERMANN - Garden Pavilion - CONSTRUCTION.pln 2016-07-27 PJN PS/AC DRAWING DESCRIPTION : DRAWN BY : CHECKED : DRAWING SCALE : DATE DRAWN : 0691 REVISION NUMBER : PROJECT NUMBER : DRAWING NUMBER : PROJECT DESCRIPTION : Mechanical Engineer : Electrical Engineer : Civil & Structural Engineer : Quantity Surveyor : Client : 7 Love street, PO Box 1675, Windhoek, Namibia Tel: +264 61 235 026 Fax: +264 61 239 696 http://www.stauch.com.na Architect : H. ZIMMERMANN As Shown Window - Stone Cladding Details Construction Details P. BOX 2672 WINDHOEK 9000 TEL: 061 372 500 FOR CONSTRUCTION aluminium S frame to Alumiium Specialist specifications and installation glazing to Aluminium Specialist specifications and installation RC beam as per Structural Engineer's specifications 40x40x3mm MS angle, bolted to RC beam as per Structural Engineer's specifications 25 90 80 wire mesh, fixed to brick wall epoxy adhesive, as per Manufacturer's details & specifications 220mm brick wall mortar natural stone cladding, stones to be sourced locally and to be approved by Architect prior to construction 20mm max. thick stone tile 80 90 80 55 220 25 glazing to Aluminium Specialist specifications and installation glazing to Aluminium Specialist specifications and installation 80mm natural stone cladding, stones to be sourced locally and to be approved by Architect prior to construction 220mm brick wall 80mm natural stone external sill, stones to be sourced locally and to be approved by Architect prior to construction D-18 Window - Stone Clading Detail Scale: 1:2 D-19 Window - Stone Cladding Detail (Plan) Scale: 1:2 REVISION No. Date By Description Where A 27-07-2016 PJN For Construction A Zimmermann PAVILION design By fellow colleagues modelling, RENDERS & DOCUMENTATION by PRINCE James NCUBE & fellow colleagues

Oshana RMT Offices Stauch + Partners Architects Job Captain NAD 29,744,056 (NZD 3,077,855) 2014 - 2017 Renovation Complete retrofit of beach from unit in Swakopmund, - leading team measuring and preparing as-built drawings - creating client presentations and design reviews - packaging tender & construction documentation - site inspections and providing creative on-site solutions employer role project cost duration project type project description project description All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. printed: 5/16/2016@2:47 PM File Location: Z:\0611 Oshana Regional Management Team Offices MoHSS\DRAWINGS\CONSTRUCTION\2016-05-12 RMT OFFICES CONSTRUCTION.pln DRAWING NUMBER : REVISION NUMBER : PROJECT NUMBER : DRAWING SCALE : DATE DRAWN : DRAWN BY : CHECKED : DRAWING DESCRIPTION : PROJECT DESCRIPTION : Oshana Regional Management Team Offices Working Drawings for Ministry of Health & Social Services On Erf No. 907: OSHAKATI TN/KC/GS .... Section F-F & G-G Main Building Electrical & Mechanical Engineer : Civil & Structural Engineer : Quantity Surveyor : Client : STAUCH + PARTNERS ARCHITECTS 7 LOVE STREET, PO BOX 1675, WINDHOEK NAMIBIA TEL: +264 61 235 026, FAX: +264 61 239 696 http://www.stauch.com.na Architect : July 2012 A3-04 0611 AND TRANSPORT MINISTRY OF WORKS REPUBLIC OF NAMIBIA DEPARTMENT OF WORKS WINDHOEK TEL 061 208811 FAX 061 224401 9000 PRIVATE BAG 13348 TEL +264 (61) 255 178, FAX +264 (61) 232 478, EMAIL [email protected] P O BOX 27312, 9 LOVE STREET, WINDHOEK, NAMIBIA CONSULTING ENGINEERS & PROJECT MANAGERS PRO-SERVICES AS SHOWN TEL +264 (61) 309 416, FAX +264 (61) 309 412, EMAIL [email protected] P O BOX 11598 Klein Windhoek, 6 Otto-Nitzsche Street, Klein Windhoek, Namibia Ground Floor Level Ground Floor Level +500 +500 First Floor Level First Floor Level +3,750 +3,750 U/S of Ring Beam Level U/S of Ring Beam Level +6,450 +6,450 Roof Level Roof Level +7,050 +7,050 Window/Door Head Height Window/Door Head Height +2,600 +2,600 Window/Door Head Height Window/Door Head Height +5,850 +5,850 Finished Ground Level Finished Ground Level +287 +287 7.02 Refers: LOUVRE CLADDING DETAIL [below the Window-FF] A2.2-02 Refers: GUTTER SLAB CEILING DETAIL : DETAIL 04 5,560 4,720 2,020 4,720 8,790 First Floor First Floor 2,100 1,150 30 2,070 600 2,100 1,150 30 2,070 600 Roof Louvre refer to DWG A5.2-02 Roof Louvre refer to DWG A5.2-02 Roof Pitch.....2deg 0.5mm "Klip - Lok" 406H = 41mm roof sheets or other equal approved roof sheeting in single legnths on steel trusses to structural engineers details.Roof insulation - Sisalation FR 405 SANS 1017, SABS CLASS A.Roof color to later specification. REF: 7.07 CHIEF CONTROL OFFICER PASSAGE CHIEF HR PRACTITIONER CHIEF HEALTH PROG. OFFICER CORRIDOR CHIEF HEALTH PRACTIONER Roof structure by engineer Floor Finish as per schedule Ceiling as per schedule Floor Finish as per schedule Ceiling as per schedule Floor Finish as per schedule Ceiling as per schedule Floor Finish as per schedule Ceiling as per schedule Ceiling as per schedule Floor Finish as per schedule Ceiling as per schedule TOC +3,780 FFL First Floor TOC Level +3,780 FFL 1 2 3 4 5 6 7.02 Refers: LOUVRE CLADDING DETAIL [below the Window] 3,000 250 2,750 250 250 2,100 600 150 450 3,000 250 2,600 70 600 1,450 2,600 70 150 450 Wall Finish as per schedule Wall Finish as per schedule Wall Finish as per schedule Wall Finish as per schedule Wall Finish as per schedule Wall Finish as per schedule All raft foundation, slabs & fills to structural engineers details and specifications All raft foundation, slabs & fills to structural engineers details and specifications Wall Finish as per schedule HIGH LEVEL WINDOWS Ground Floor Level Ground Floor Level +500 +500 First Floor Level First Floor Level +3,750 +3,750 U/S of Ring Beam Level U/S of Ring Beam Level +6,450 +6,450 Roof Level Roof Level +7,050 +7,050 Window/Door Head Height Window/Door Head Height +2,600 +2,600 Window/Door Head Height Window/Door Head Height +5,850 +5,850 Finished Ground Level Finished Ground Level +0 +0 2,335 4,845 4,060 3,040 5,080 3,000 250 2,700 450 150 2,850 250 3,000 250 2,700 300 250 3,000 250 2,670 2,670 120 1,912 750 First Floor First Floor 2,520 600 2,100 1,150 30 2,070 600 2,100 1,150 30 2,070 600 Roof Louvres refer to DWG: A5.2-02 Roof Louvres refer to DWG A5.2-02 Concrete Beam as per S.E Details Roof Pitch.....2deg 0.5mm "Klip - Lok" 406H = 41mm roof sheets or other equal approved roof sheeting in single legnths on steel trusses to structural engineers details.Roof insulation - Sisalation FR 405 SANS 1017, SABS CLASS A.Roof color to later specification. FEMALE ABLUTIONS MDB EQUIPMENT STORE FEMALE ABLUTIONS MDB UTILITY STORE Floor Finish as per schedule Ceiling as per schedule Floor Finish as per schedule Ceiling as per schedule Floor Finish as per schedule Ceiling as per schedule Floor Finish as per schedule Ceiling as per schedule Roof structure by engineer CLEANER'S STORE B.I.C Floor Finish as per schedule Ceiling as per schedule Floor Finish as per schedule Ceiling as per schedule +3,780 FFL +3,780 FFL G F D C B A Wall Finish as per schedule Wall Finish as per schedule Wall Finish as per schedule Wall Finish as per schedule All raft foundation, slabs & fills to structural engineers details and specifications Wall Finish as per schedule Wall Finish as per schedule Section F- F Scale: 1:50 Section G-G Scale: 1:50 REVISION No. Date By Description Where A 04.03.14 GS First Issue for construction Contractor B 08.04.15 GS Footings replaced with a Raft foundation to match with the engineers' drawings. C 13.05.15 PJN Addded 30mm floor finish to First Floor Updated all headroom dimensions for First Floor C FOR CONSTRUCTION PJN FO 5/16/2016 All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. printed: 5/16/2016@2:47 PM File Location: Z:\0611 Oshana Regional Management Team Offices MoHSS\DRAWINGS\CONSTRUCTION\2016-05-12 RMT OFFICES CONSTRUCTION.pln DRAWING NUMBER : REVISION NUMBER : PROJECT NUMBER : DRAWING SCALE : DATE DRAWN : DRAWN BY : CHECKED : DRAWING DESCRIPTION : PROJECT DESCRIPTION : Oshana Regional Management Team Offices Working Drawings for Ministry of Health & Social Services On Erf No. 907: OSHAKATI TN/KC/GS .... Section F-F & G-G Main Building Electrical & Mechanical Engineer : Civil & Structural Engineer : Quantity Surveyor : Client : STAUCH + PARTNERS ARCHITECTS 7 LOVE STREET, PO BOX 1675, WINDHOEK NAMIBIA TEL: +264 61 235 026, FAX: +264 61 239 696 http://www.stauch.com.na Architect : July 2012 A3-04 0611 AND TRANSPORT MINISTRY OF WORKS REPUBLIC OF NAMIBIA DEPARTMENT OF WORKS WINDHOEK TEL 061 208811 FAX 061 224401 9000 PRIVATE BAG 13348 TEL +264 (61) 255 178, FAX +264 (61) 232 478, EMAIL [email protected] P O BOX 27312, 9 LOVE STREET, WINDHOEK, NAMIBIA CONSULTING ENGINEERS & PROJECT MANAGERS PRO-SERVICES AS SHOWN TEL +264 (61) 309 416, FAX +264 (61) 309 412, EMAIL [email protected] P O BOX 11598 Klein Windhoek, 6 Otto-Nitzsche Street, Klein Windhoek, Namibia Ground Floor Level Ground Floor Level +500 +500 First Floor Level First Floor Level +3,750 +3,750 U/S of Ring Beam Level U/S of Ring Beam Level +6,450 +6,450 Roof Level Roof Level +7,050 +7,050 Window/Door Head Height Window/Door Head Height +2,600 +2,600 Window/Door Head Height Window/Door Head Height +5,850 +5,850 Finished Ground Level Finished Ground Level +287 +287 7.02 Refers: LOUVRE CLADDING DETAIL [below the Window-FF] A2.2-02 Refers: GUTTER SLAB CEILING DETAIL : DETAIL 04 5,560 4,720 2,020 4,720 8,790 First Floor First Floor 2,100 1,150 30 2,070 600 2,100 1,150 30 2,070 600 Roof Louvre refer to DWG A5.2-02 Roof Louvre refer to DWG A5.2-02 Roof Pitch.....2deg 0.5mm "Klip - Lok" 406H = 41mm roof sheets or other equal approved roof sheeting in single legnths on steel trusses to structural engineers details.Roof insulation - Sisalation FR 405 SANS 1017, SABS CLASS A.Roof color to later specification. REF: 7.07 CHIEF CONTROL OFFICER PASSAGE CHIEF HR PRACTITIONER CHIEF HEALTH PROG. OFFICER CORRIDOR CHIEF HEALTH PRACTIONER Roof structure by engineer Floor Finish as per schedule Ceiling as per schedule Floor Finish as per schedule Ceiling as per schedule Floor Finish as per schedule Ceiling as per schedule Floor Finish as per schedule Ceiling as per schedule Ceiling as per schedule Floor Finish as per schedule Ceiling as per schedule TOC +3,780 FFL First Floor TOC Level +3,780 FFL 1 2 3 4 5 6 7.02 Refers: LOUVRE CLADDING DETAIL [below the Window] 3,000 250 2,750 250 250 2,100 600 150 450 3,000 250 2,600 70 600 1,450 2,600 70 150 450 Wall Finish as per schedule Wall Finish as per schedule Wall Finish as per schedule Wall Finish as per schedule Wall Finish as per schedule Wall Finish as per schedule All raft foundation, slabs & fills to structural engineers details and specifications All raft foundation, slabs & fills to structural engineers details and specifications Wall Finish as per schedule HIGH LEVEL WINDOWS Ground Floor Level Ground Floor Level +500 +500 First Floor Level First Floor Level +3,750 +3,750 U/S of Ring Beam Level U/S of Ring Beam Level +6,450 +6,450 Roof Level Roof Level +7,050 +7,050 Window/Door Head Height Window/Door Head Height +2,600 +2,600 Window/Door Head Height Window/Door Head Height +5,850 +5,850 Finished Ground Level Finished Ground Level +0 +0 2,335 4,845 4,060 3,040 5,080 3,000 250 2,700 450 150 2,850 250 3,000 250 2,700 300 250 3,000 250 2,670 2,670 120 1,912 750 First Floor First Floor 2,520 600 2,100 1,150 30 2,070 600 2,100 1,150 30 2,070 600 Roof Louvres refer to DWG: A5.2-02 Roof Louvres refer to DWG A5.2-02 Concrete Beam as per S.E Details Roof Pitch.....2deg 0.5mm "Klip - Lok" 406H = 41mm roof sheets or other equal approved roof sheeting in single legnths on steel trusses to structural engineers details.Roof insulation - Sisalation FR 405 SANS 1017, SABS CLASS A.Roof color to later specification. FEMALE ABLUTIONS MDB EQUIPMENT STORE FEMALE ABLUTIONS MDB UTILITY STORE Floor Finish as per schedule Ceiling as per schedule Floor Finish as per schedule Ceiling as per schedule Floor Finish as per schedule Ceiling as per schedule Floor Finish as per schedule Ceiling as per schedule Roof structure by engineer CLEANER'S STORE B.I.C Floor Finish as per schedule Ceiling as per schedule Floor Finish as per schedule Ceiling as per schedule +3,780 FFL +3,780 FFL G F D C B A Wall Finish as per schedule Wall Finish as per schedule Wall Finish as per schedule Wall Finish as per schedule All raft foundation, slabs & fills to structural engineers details and specifications Wall Finish as per schedule Wall Finish as per schedule Section F- F Scale: 1:50 Section G-G Scale: 1:50 REVISION No. Date By Description Where A 04.03.14 GS First Issue for construction Contractor B 08.04.15 GS Footings replaced with a Raft foundation to match with the engineers' drawings. C 13.05.15 PJN Addded 30mm floor finish to First Floor Updated all headroom dimensions for First Floor C FOR CONSTRUCTION PJN FO 5/16/2016

All dimensions and levels to be checked on site before any work is put in hand. All discrpancies and ambiguities are to be reported to and clarified by Stauch and Partners Architects. Do not scale dimensions. Copyright reserved. printed: 2016-09-01@4:04 PM File Location: Z:\0611 Oshana Regional Management Team Offices MoHSS\DRAWINGS\CONSTRUCTION\2016-08-08 RMT OFFICES CONSTRUCTION.pln DRAWING NUMBER : REVISION NUMBER : PROJECT NUMBER : DRAWING SCALE : DATE DRAWN : DRAWN BY : CHECKED : DRAWING DESCRIPTION : PROJECT DESCRIPTION : Oshana Regional Management Team Offices Working Drawings for Ministry of Health & Social Services On Erf No. 907: OSHAKATI TN/KC/GS .... Roof Plan Main Building Electrical & Mechanical Engineer : Civil & Structural Engineer : Quantity Surveyor : Client : STAUCH + PARTNERS ARCHITECTS 7 LOVE STREET, PO BOX 1675, WINDHOEK NAMIBIA TEL: +264 61 235 026, FAX: +264 61 239 696 http://www.stauch.com.na Architect : July 2012 A2-03 0611 AND TRANSPORT MINISTRY OF WORKS REPUBLIC OF NAMIBIA DEPARTMENT OF WORKS WINDHOEK TEL 061 208811 FAX 061 224401 9000 PRIVATE BAG 13348 TEL +264 (61) 255 178, FAX +264 (61) 232 478, EMAIL [email protected] P O BOX 27312, 9 LOVE STREET, WINDHOEK, NAMIBIA CONSULTING ENGINEERS & PROJECT MANAGERS PRO-SERVICES AS SHOWN TEL +264 (61) 309 416, FAX +264 (61) 309 412, EMAIL [email protected] P O BOX 11598 Klein Windhoek, 6 Otto-Nitzsche Street, Klein Windhoek, Namibia Detailed Plan refer A5.2-02B Satellite Dish Installation refer A5.2-02B REF: 5.1-09 X32 A 5,560 4,720 2,020 4,720 8,790 25,810 5,080 3,040 4,060 4,845 2,280 4,620 3,410 3,410 3,410 3,410 3,410 3,410 3,410 3,410 4,510 4,565 5,080 3,040 4,060 4,845 2,280 4,620 3,410 3,410 3,410 3,410 3,410 3,410 3,410 3,410 4,510 4,565 440 41,030 330 3,033 317 7,815 220 9,790 220 220 10,010 220 8,855 12,900 12,400 6,850 220 7,815 220 9,790 220 220 10,010 220 8,855 65,225 46,195 220 4,945 220 4,725 220 5,165 4,945 65,225 3,000 900 3,280 260 600 1,380 9,010 One layer Derbigum SP4 waterproofing membrane, with 75mm side laps and 100mm end laps, sealed to primed surface to falls and crossfalls by `torchfusion` including protection of 50mm thick layer clean 19-25mm crushed stone. Waterproofing to be carried out by an approved Derbigum applicator to provide a 10 year guarantee One layer Derbigum SP4 waterproofing membrane, with 75mm side laps and 100mm end laps, sealed to primed surface to falls and crossfalls by `torchfusion` including protection of 50mm thick layer clean 19-25mm crushed stone. Waterproofing to be carried out by an approved Derbigum applicator to provide a 10 year guarantee One layer Derbigum SP4 waterproofing membrane, with 75mm side laps and 100mm end laps, sealed to primed surface to falls and crossfalls by `torchfusion` including protection of 50mm thick layer clean 19-25mm crushed stone. Waterproofing to be carried out by an approved Derbigum applicator to provide a 10 year guarantee Saint Gabion or equal approved 2 x 100mm∅ 180° centre bolt vertical roof outlet with dome grate (Code: 03505) RC UPSTAND BEAM RC UPSTAND BEAM RC UPSTAND BEAM RC UPSTAND BEAM RC UPSTAND BEAM 2 x 100mm 45° side roof FBO Saint Gabion or equal approved 2 x 100mm 45° side roof outlet eared with dome grate (Code: 03570) Saint Gabion or equal approved 100mm 45° side roof outlet eared with dome grate. (Code: 03570) Saint Gabion or equal approved 100mm 45° side roof outlet eared with dome grate. (Code: 03570) Saint Gabion or equal approved 2 x 100mm 180° centre bolt vertical roof outlet with dome grate (Code: 03505) Saint Gabion or equal approved 100mm 180° centre bolt vertical roof outlet with dome grate (Code: 03505) Saint Gabion or equal approved 2 x 100mm∅ 180° centre bolt vertical roof outlet with dome grate (Code: 03505) Saint Gabion or equal approved 2 x 100mm 180° centre bolt vertical roof outlet with dome grate (Code: 03505) Saint Gabion or equal approved 2 x 100mm 180° centre bolt vertical roof outlet with dome grate (Code: 03505) Saint Gabion or equal approved 2 x 100mm 180° centre bolt vertical roof outlet with dome grate (Code: 03505) Saint Gabion or equal approved 2 x 100mm 180° centre bolt vertical roof outlet with dome grate (Code: 03505) Saint Gabion or equal approved 2 x 100mm 180° centre bolt vertical roof outlet with dome grate (Code: 03505) Saint Gabion or equal approved 2 x 100mm 45° side roof outlet eared with dome grate. (Code: 03570) Saint Gabion or equal approved 2 x 100mm 45° side roof outlet eared with dome grate. (Code: 03570) 220mm brick wall over upstand beam 220mm brick wall over upstand beam 220mm brick wall over upstand beam 220mm brick wall over upstand beam 220mm brick wall over upstand beam 220mm brick wall over upstand beam 220mm brick wall over upstand beam 220mm brick wall over upstand beam 220mm brick wall over upstand beam 220mm brick wall over upstand beam 220mm brick wall over upstand beam 220mm brick wall over upstand beam 100Ø PVC downpipe, centre to windows discharging onto apron to fall ms gutter refer DWG A5.2-02 100Ø PVC downpipe, centre to windows discharging onto apron to fall EXPANSION JOINT TO ENGINEER'S DETAIL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL FALL EXPANSION JOINT TO ENGINEER'S DETAIL EXPANSION JOINT TO ENGINEER'S DETAIL EXPANSION JOINT TO ENGINEER'S DETAIL FALL FALL 2 3 5 4 1 6 F F D D C C A A B B G G J J M M N N P P Q Q R R S S T T H H K K L L O O A A A A C C C C B B B B 0.5mm "Klip - Lok" 406H = 41mm roof sheets or other equal approved roof sheeting in single legnths on steel trusses to structural engineers details.Roof insulation - Sisalation FR 405 SANS 1017, SABS CLASS A.Roof color to later specification. 0.5mm "Klip - Lok" 406H = 41mm roof sheets or other equal approved roof sheeting in single legnths on steel trusses to structural engineers details.Roof insulation - Sisalation FR 405 SANS 1017, SABS CLASS A.Roof color to later specification. Roof Plan Scale: 1:100 REVISION No. Date By Description Where A 04.03.14 GS First Issue for construction Contractor B 09.04.15 GS Air-conditioning Yard space revised C 13.06.16 PJN Revised roof cladding, added wall over upstand beam D 23.08.16 PJN Omitted roof cladding Added gutter and downpipes E 01.09.16 PJN Revised gutter positions E FOR CONSTRUCTION PJN FO 2016-09-01