Aries 325 - Roof Recovery Project- Roof Design Services_SOW.pdf

SCHEDULE OF RIGHTSSCHEDULE OF RIGHTS

ZONING

HEIGHT

Residential 1 2 Storey's

ERF 365

325 Aries Street Waterkloof Ridge Pretoria, Gauteng 2379 m²

EX. FAR

COVERAGE COVERAGE Max : Acc. approved SDP

0,21

Existing Building : 350.0 m2

Existing Garage : 90.3 m2

Existing Patio : 46.0 m2

Existing Balcony : 25.87 m2

Total Existing Cover : 512.17 m2

New Roof : 438.30 m2

AREAAREA

Site : 2379 m² Existing GF : 298 m² Existing FF : 173 m² Existing Garage : 70 m² Existing Patio : 43 m² Existing Balcony : 29 m²

EXISTING TOTAL AREA : 490.4 m²: 490.4 m²

Total New Coverage : 512m512m22 (25%)(25%)

A

PIETER BREYTENBACH

PR ARCH 24749908SIGNATURE:

PO Box 14062, Hatfield Cel | 082 3317527

Tel/Fax | 012 342 5958 info@deter.co.za

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This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:

Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20522-0602. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.

WARNING:

Washingto n, D.C

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United States Department of State

OVERSEAS BUILDINGS OPERATIONS

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PROJECT ARCHITECT:

United States Department of State

BUREAU OF OVERSEAS BUILDINGS OPERATIONS

Washington, D.C.

RECOVER EXISTING ROOF

for

U.S CONSULATE

PRETORIA, SOUTH AFRICA

DRAWING INDEX:

RECOVER EXISTING

ROOF

PRETORIA

SOUTH AFRICA

for

19SF7525P0622

2 Alteration as per comments

Notes Notes Roof Plan & Sections Sections & Floorplans Ceiling Plans Electrical Plan Isometric Views Details Details T1 -8 Details T1B -14 Details

T1C -3 Details T2 -3 Details T2A -1 Details T2B - 1 Details T2C - 1 Details T2D(1) -1 Details T2E(1) -1 Details T3 -1 Details T3A -3 Details T3B -7 Details T3C -1 Details

T3D -1 Details T3E -5 Details T4 -15 Details T5 -9 Details T6 -1 Details T7 -3 Details T8 -4 Details V1 -1 Details V2 -1 Details V3 -1 Details V4 -1 Details

V5 -1 Details V6 -1 Details Bending Schedule Bending Schedule Bending Schedule

Cover Page

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325 Aries St, Waterkloof Ridge

26.01.2026

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PIETER BREYTENBACH

PR ARCH 24749908SIGNATURE:

PO Box 14062, Hatfield Cel | 082 3317527

Tel/Fax | 012 342 5958 info@deter.co.za

Unclassified

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OBO/PDCS/DE

Drawing Title

Release For Construction:

OBO/PDCS/PDC

Rev Number

Revisions

Description Date

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9 10 11 12 13 14

This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:

Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20522-0602. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.

WARNING:

Washington, D.C

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H

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United States Department of State

OVERSEAS BUILDINGS OPERATIONS

K

L for

PROJECT ARCHITECT:

All construction work to be in accordance with the A&E Field verify existing construction and dimensions prior to fabrication and installation of any item.

Contractor to verify all levels, heights and dimensions on site and to check same against drawings before putting any work in hand.

Any discrepancy between specification and drawings, the specification will be the bonding factor.

This drawing is not to be scaled and figured dimensions to be. Ask Contracting Officer if uncertain of dimensions.

Contractor is responsible for setting out of building.

All electrical and plumbing work to be carried out by registered artisans.

All Finishing to be to client and designers specifications.

All work to comply with A&E specifications.

Subjected to Engineer's Approval.

All Roofs to comply with SANS 10237 Edition 2, aswell as SANS 10400 Part L Edition 4.

General Note:

19SF7525P0622

The Contractor shall comply with all U.S. and local government safety regulations, including:

U.S. Army Corps of Engineers EM 385-1-1 Safety and Health Requirements Manual Available at:

http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx United States Occupational Safety and Health Administration (OSHA) requirements

Notes

344 - 801 SH 001

325 Aries St, Waterkloof Ridge

26.01.2026

Author

Checker

SH 001

HEALTH AND SAFETY REGULATIONS NOTES

ASBESTOS CONTAINING BUILDING MATERIALS (ACBM)

GENERAL REQUIREMENT

All works involving Asbestos Containing Building Materials (ACBM) shall be carried out in strict compliance with applicable United States and South African health, safety, and environmental regulations. This includes identification, handling, removal, encapsulation, transportation, and disposal of asbestos materials.

No disturbance of suspected or confirmed ACBM shall occur without proper assessment, authorization, and implementation of approved control measures.

REGULATORY COMPLIANCE:

UNITED STATES STANDARDS AND REGULATIONS

(Applicable to Department of State / OBO Projects)

All asbestos-related work shall comply with the latest editions of the following:

U.S. Army Corps of Engineers Safety and Health Requirements Manual

(EM 385-1-1)

Mandatory for construction, major renovation, and alteration projects.

This manual includes detailed requirements for hazardous materials, including asbestos. Comply with EM 385-1-1 for all asbestos-related activities.

Overseas Buildings Operations (OBO) Design Standards & Building Code Incorporates U.S. model codes, for further requirements on hazardous materials handling and additional guidance.

United States Occupational Safety and Health Administration (OSHA) requirements

SOUTH AFRICAN STANDARDS AND REGULATIONS

All asbestos-related work shall comply with the latest editions of the following:

Hazardous Chemical Agents Regulations, 2021 Governs exposure limits, risk assessments, and control of hazardous substances. Requires occupational exposure monitoring; implementation of control measures; and worker training and medical surveillance Asbestos Abatement Regulations, 2020 Outlines specific legal framework for asbestos management and removal.

Requires approved asbestos inventory and risk assessment; making use of licensed asbestos contractors; controlled removal methods and documentation; and air clearance certification post- removal.

Health and Safety Guidance 248: Asbestos Provides technical guidance on safe handling and removal procedures;

enclosure, encapsulation, and disposal methods; and best practice work methodologies.

SANS 10228 and 10229 Compliance Specifies the packaging; transportation; and disposal of asbestos and hazardous waste material.

CONSTRUCTION REQUIREMENTS:

A certified asbestos survey shall be conducted before any demolition or intrusive work. All ACBM's location and extent shall be documented.

Abatement and management strategies shall be specified and documented.

The Construction procedure shall be carried out by a licensed contractor with relevant compliance requirements.

U.S.G. Point of contact/ COR must participate in planning and monitor implementation to ensure compliance with all safety and health standards.

No contractor shall disturb ACBM without:

Approved method statements Risk assessments Valid licensing (where required)

CONCRETE

Concrete, formwork and reinforcement

Invoked standard (when specified) SANS 1200G Concrete (structural) SANS 10052 The Construction of Strongrooms SANS 10100 The Structural use of Concrete SANS 10109 part 1: Bases to Concrete Floors, and Part 2: Finishes to Concrete Floors

Concrete

Cement Use common cement to comply with SANS 50197-1, strength class 32,5N or higher.

Cement must be SABS-mark bearing. Type composition and strength of the cement must be shown on the bag, or on the delivery slip of bulk cement.

Keep bagged cement in a dry store. Always use the oldest cement first. Do not use bagged cement with lumps that cannot be crumbled with hand.

Aggregates Use natural, crushed or blended sand for use in concrete to comply with SANS 1083, evenly graded, with the coarsest seizes passing the 4,75 mm sieve.

Stone for use in concrete is to comply with SANS 1083, of 19 mm single-size when mechanically mixed, and 13,2 mm when hand-mixed. Stone size should not exceed clearance between reinforcement and formwork.

Supply aggregate test results if required by the architect/principal agent.

Keep suppliers of sand and stone for fair-face concrete uniform throughout the contract. Ensure that adequate quantities of rock of the desired colour is established before work begins. Consider stockpiling. Keep grading of aggregates constant throughout the contract.

Store aggregates separately to prevent contamination.

Concrete mix Mix proportions to produce the specified grade of concrete at 28 d or better may be arrived at by a process of mix design, by the use of recognised tables of trail mixers with South African aggregates, or according to the cement manufacturer's instructions. Provide proof that mix proportions have been designed by a Competent Person.

Mix cement, sand and stone by volume for small jobs, or by mass where sophisticated equipment is available. Hand mix on a clean, hard surface.

Add just enough water to produce a workable consistence. Measure consistence with the standard slump test as described in SANS Method 5862 and as directed by the architect/principal agent.

Reinforcement Use steal bars for concrete reinforcement complying with SANS 920, of type and nominal size as specified. Use welded steel fabric for concrete reinforcement complying with SANS 1024, of surface and fabric reference number as specified.

Store steel off the ground so as to prevent distortion. Protect from aggressive environments and contamination.

Cut and bend reinforcement according to ARP 040, measured from the face of the concrete to the outside of nearest main reinforcement.

Masonry

Bricks and blocks

Clay bricks Use clay bricks complying with SANS 227:

· face bricks of class FBS, FBX or FBA, solid or hollow, as specified, or to match existing face bricks; uniformity of colour and texture is required when specified.

· common bricks of class NFP for general building work

· common bricks of class NFX for general building work, but extra durable

· grade of efflorescence: normal grade for internal walls that will not become damp; special grade for visible unplastered foundation walls, retaining walls or free- standing walls

· water absorption limits 6-14%

· irreversible moisture expansion of not more than 0,20%

· work size as specified.

Compressive strength Minimum average compressive strength of masonry units must comply with the minimum requirements of SANS 10400-K provided that the minimum compressive strength are 3 (5) MPa for single storey construction and for cladding and internal walls in concrete framed construction; 7(10) MPa for double storey structural walls, free-standing walls and retaining walls, the number referring to hollow units, the number in brackets to solid units.

Mortar

Cement Use common cement complying with SANS 50197, strength class 32,5N or, where available, or masonry cement complying with SANS 50413, strength class 22,5X.

CONSTRUCTION NOTES: Type, composition and strength of the cement must be shown on the bag or the delivery slip of bulk cement. Bags must be SABS-mark bearing.

Keep bagged cement in a dry store. Always use the oldest cement first. Do not use bagged cement with lumps that cannot be crumbled with hand.

Sand Use natural pit sand for mortar complying with SANS 1090. Supply grading test results if required by the architect/principal agent. Supply a sample of sand before ordering and make up a small batch to test its workability.

Obtain sand from one source throughout the duration of the works.

Store sand in a way that will avoid contamination by foreign matter.

Mixing Mix ingredients dry on a clean surface or by means of a mechanical mixer. Mix thoroughly until colour is uniform. Add water to give the desired plasticity. Use within 2 hours.

Compressive strength Minimum average compressive strength of masonry units must comply with the minimum requirements of SANS 10400-K provided that the minimum compressive strength are 3 (5) MPa for single storey construction and for cladding and internal walls in concrete framed construction; 7(10) MPa for double storey structural walls, free-standing walls and retaining walls, the number referring to hollow units, the number in brackets to solid units.

WATERPROOFING

Damp-proof courses, membranes, vapour barriers

Polyolefin damp-proof course Use 0,375 mm black embosses polyolefin damp proof course complying with SANS 952, type B.

Lay damp-proof course in unjointed lengths where possible and with full corner laps over full width of wall, level with the top floors and not less than 150 mm above finished ground level, and under copings and in parapet walls as specified.

Lay damp-proof course under jointed window sills (for example tiles and bricks) and tuck in under window profiles.

Lay damp-proof courses in cavity walls as follows:

· staggered over the two brick leaves of the cavity and so that the inner layer is level with the top of floors and the outer layer one brick course lower but not less than 150 mm above finished ground level. Support the damp-proof course fully on concrete or mortar filling,

· in two separate layers on each brick leaf at floor level. Terminate the cavity between the two brick leaves one (or two) courses lower than the damp-proof course

· staggered over cavity wall lintels where exposed to rain

· vertically over full height of window or door frames between the two leaves of cavity walls and in line with the frame, and tucked into frame

· wherever the cavity is breached

Polyolefin damp-proof membrane Use 0,25 mm smooth green polyolefin membrane complying with SANS 952 type-C.

Lay damp-proof membrane under concrete surface beds or concrete floors. Fold membrane up against the foundation walls.

Lay damp-proof membrane in the largest practical sizes with 200 mm laps. Seal laps according to the manufacturer's instructions when so specified.

Polyolefin under-roof-tile membrane Use 0,25 mm white polyolefin membrane complying with SANS 952 type E, grade 1, or 3-ply polypropylene laminate to Agrement Certificate 2004/304 as specified.

Lay membrane horizontally over rafters prior to battening to provide a sag of about 40 mm, with minimum overlaps of 150 mm, and fix with clout nails to rafter centres.

Terminate the membrane +- 25 mm beyond the external walls and fold down against gable walls. Lay a 600 mm strip under the main membrane under valleys, and over the main membrane over hips and ridges.

Vapour barriers Install approved vapour barriers according to SANS 10021.

Material and application Use waterproofing materials of the following types, as specified:

· Polymer modified bitumen membrane, consisting of a polyester core impregnated with polymer modified bitumen, of type APP (Atactic polypropylene) wax modified bitumen membrane, or type SBS (Styrene Butadiene Styrene) rubber modified bitumen membrane, as specified and of thickness as specified. Apply in a single layer for exposed surfaces, and in a double layer for applications where the sheeting is covered with stone, paving, tiles etc. Seal laps by heat fusion.

· Reinforced liquid acrylic or styrene/acrylic waterproofing compounds of approved colour, or rubberised bitumen, as specified, reinforced with a non-woven needle-punched polyester or polypropylene fibre fabric with a mass of 125-150 g/m. Apply in five coats, i.e. primer, bed coat, saturation coat and two top coats, or according to the manufacturer's instructions.

· Polyolefin sheet waterproofing to comply with SANS 952 type C of thickness as specified. Apply sheeting in one layer. Make joints and laps waterproof with compatible solvent welds, strictly to the manufacturer's instructions.

· Synthetic or plastomeric waterproofing membranes: PVC, polyisobutylene or chlorosulfonated polyethylene, as specified. Apply synthetic waterproofing membranes in a single layer without surface protection. Seal laps by heat or solvent welding.

GENERAL NOTES

The Contractor shall comply with all U.S. and local government safety regulations, including:

U.S. Army Corps of Engineers EM 385-1-1 Safety and Health Requirements Manual Available at:

http://www.publications.usace.army.mil/USACEPublications/EngineerManu als.aspx United States Occupational Safety and Health Administration (OSHA) requirements

Where replacing roof structures, and/or taking demolishing beams and trusses, all walls must be shored. (Temporary structural supports must be installed to stabilize the walls during the roof replacement process).

Quality control Provide, prior to the awarding of the waterproofing contract:

· A certificate of competency from the relevant manufacturer of the waterproofing material for approval.

· A Quality Assurance and/or Quality Control (QA/QC) programme from the waterproofing contractor, setting out the quality control procedures and duties of all parties involved, including the date of manufacture of the waterproofing material,the signed acceptance of the surface, daily testing and the final commissioning of the waterproofing system.

During the course of the works the manufacturer of the waterproofing material must inspect regularly, and upon completion of the installation must certify in writing that the application has been done according to the manufacturer's instructions .

Preparation Ensure surfaces to receive waterproofing comply with the minimum substrate requirements as set out in SANS 10021:

· screeds to be a minimum of 40 mm thick and laid to a minimum fall of 1:70, or as specified.

· fillets, coves and chamfers to be provided where horizontal and vertical surfaces meet.

· screeds to be clean, smooth, even and stable. Cracks up to 0,3 mm are acceptable.

· moisture content of the screed to be less than 7%.

· outlets to have a minimum diameter of 75 mm, and not be of plastic material.

· the area to be waterproofed to be free of traffic and without protrusions.

Organise a pre-installation meeting with the manufacturer of the waterproofing material, the architect/principal agent, and the waterproofing contractor well in advance of installation to review products, procedures, quality control and guarantees, and so that clarity may be reached on construction details, for example grooves, flashings and outlets. These works procedures must be signed off by the waterproofing contractor and the manufacturer.

General application Apply waterproofing according to SANS 10021 and according to the manufacturer's instructions by trained artisans.

Provide slip layers, blinding layers, metal lathe, ventilators, movement joints etc. as necessary and according to the manufacturer's instructions.

Dress the waterproofing down into patent type stormwater outlets.

Take up waterproofing at least 150 mm above roof level or to the level of the damp proof course if present, tuck into grooves where provided, and counterflash, or as specified.

Testing Where waterproofing is applied to a horizontal surface, and before applying the protection layer, one of the following tests must be performed:

· a floodtest of 48 hours

· a spark, vacuum or air pressure test, using approved testing apparatus

Where waterproofing is applied to a vertical surface, a spark or vacuum test must be performed, whichever is easier.

Provide the architect/principal agent with a certificate that the waterproofing treatment was handed over in a watertight and workmanlike condition.

Protection Protect the waterproofing surface with one of the following as specified:

· paint the surface of bituminous-based system with a heavy brush of bituminous based aluminium paint complying with SANS 802.

· paint other systems with an approved ultra-violet block. In the case of acrylic or styrene/acrylic this UV block must be an enriched titanium tiocide dispersion applied in two coats in cross directions.

· lay a specified geocomposite drainage layer having a minimum mass of 210 g/m on the waterproofing, followed by an 80 mm thick layer of light coloured non-absorbent natural stone of 15 mm nominal size. Keep the stone back from outlets, gutters and water shedding edges and bond the stone in these areas with a thinly applied cold dressing compound.

· lay a specified geocomposite drainage layer having a minimum mass of 210 g/m or a high density polyethylene and polypropylene scrim compatible with the dynamic load of the final finish on the waterproofing, followed by tiles of specified type and thickness, layed in cement-sand mortar or on a screed.

Screed and/or tiles and mortar must be cast or placed in panels of 12 m maximum, separated by movement joints. and separated from bounding walls at the perimeter by isolation joints. The isolation joints must proceed through the screed onto the waterproofing system.

· lay tiles of specified type and thickness on patent adjustable underlay pads in order to keep the tile approximately 20-40 clear of the waterproofing.

Guarantee Provide an insurance backed guarantee from the manufacturer for the waterproofed area including flashings, skirting's, outlets, expansion joints and other details for a minimum period of 10 years on general surfaces, and 5 years on retaining walls and plant boxes.

If any finish installed over the waterproofing is to be removed due to leaks it shall be replaced by the guarantor at no charge.

Provide full maintenance particulars.

DEMOLITION

Walls to be structurally braced/ shored while roofing is being removed.

PR ARCH 24749908SIGNATURE:

PO Box 14062, Hatfield Cel | 082 3317527

Tel/Fax | 012 342 5958 info@deter.co.za

Unclassified

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4 5 6 7 8

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21 3 4 5 6 7 8

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CADD Plot Scale

Drawing Scale

CADD File Name

OBO Project Number

Classification

Project Number

Checked By

Date

Drawn By

Phase

CONCEP

T

Sheet Number

A

FINAL B

OBO/PDCS/DE

Drawing Title

Release For Construction:

OBO/PDCS/PDC

Rev Number

Revisions

Description Date

C

D

E

F

9 10 11 12 13 14

This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:

Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20522-0602. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.

WARNING:

Washington, D.C

G

H

I

J

United States Department of State

OVERSEAS BUILDINGS OPERATIONS

K

L for

PROJECT ARCHITECT:

All construction work to be in accordance with the A&E Field verify existing construction and dimensions prior to fabrication and installation of any item.

Contractor to verify all levels, heights and dimensions on site and to check same against drawings before putting any work in hand.

Any discrepancy between specification and drawings, the specification will be the bonding factor.

This drawing is not to be scaled and figured dimensions to be. Ask Contracting Officer if uncertain of dimensions.

Contractor is responsible for setting out of building.

All electrical and plumbing work to be carried out by registered artisans.

All Finishing to be to client and designers specifications.

All work to comply with A&E specifications.

Subjected to Engineer's Approval.

All Roofs to comply with SANS 10237 Edition 2, aswell as SANS 10400 Part L Edition 4.

General Note:

19SF7525P0622

The Contractor shall comply with all U.S. and local government safety regulations, including:

U.S. Army Corps of Engineers EM 385-1-1 Safety and Health Requirements Manual Available at:

http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx United States Occupational Safety and Health Administration (OSHA) requirements

Notes

344 - 801 SH 002

325 Aries St, Waterkloof Ridge

26.01.2026

Author

Checker

SH 002•

CARPENTRY AND JOINERY

Timber Roof Systems Invoked standards (when specified) SANS 10243:2004 The Design, Manufacturer and Erection of Timber Trusses.

Includes Annex B Quality verification of trusses and roof structures; Annex C The use of top-chord bracing in various roof configurations; Annex D Alternative erection procedure for roof trusses between gable walls (using the gable wall to support the first truss-not for spans exceeding 8 m or where apex exceeds 2 m);

Annex E Suggested worksheet for truss inspections; Annex F Suggested worksheet for roof inspections

SANS 1900:2004 Monoplanar prefabricated timber roof trusses (nail-plated) Includes Annex B Quality Verification; Annex C Storage, transportation and handling.

Materials

Timber Stress-graded sawn softwood structural timber to comply with SANS 1783, of stress grade, whether fire-retardant, and finish if other than sawn as specified.

Order timber in the size in which it must be used. The grade mark must appear on each piece of timber, whether rough sawn, regularized or planed. Finger-jointing of structural timber end-to-end lengths to comply with SANS 10096 is allowed.

Such timber must be marked accordingly.

Structural laminated timber to comply with SANS 1460, of hardwood or softwood, exposure class, type, appearance and finish, adhesive type and exposure class, stress grade, and preservative treatment as specified. Each piece must be marked with a combination of code letters: application, exposure class, type, appearance, finish, stress grade, e g S2GP5.

Eucalyptus battens and brandering to comply with SANS 1707.

When specified, timber must be preservative treated according to SANS 1288 / 10005, of hazard class as specified. Brush cut areas of treated timber with two coats of a preservative belonging to the same class as that used in the original impregnation.

Moisture content of structural timber may not exceed 170 g/kg.

Store and handle structural timber according to Appendix F of SANS 1460.

Plane visible structural timber and sandpaper to a smooth finish. Round all exposed angles of planed timber to a radius of 3-6 mm.

Fasteners Fasteners to comply with SANS 1700; steel nails to comply with SANS 820; nail plates to comply with SANS 1900. Hangers and hurricane clips to be zinc-coated to SANS 3575 class Z275. Masonry anchors to be of the expanding type, corrosion resistant, of 10 mm diameter 1 km of the coast or 3 km from atmospheric pollutant industries.

Fibre-cement sheets Fibre-cement sheets to comply with SANS 803, medium or high density as specified.

Prefabricated roof truss system Use prefabricated trusses and bracing designed by a Competent Person according to SANS 10243 / 1900, prefabricated under factory conditions by an approved specialist firm who must have a valid certificate of competence of the Institute for Timber Construction, under cover of a written guarantee. Truss design information to be supplied to the fabricator must include the following, as specified:

· span, pitch, overhangs;

· points of support; loading on roof;

· ceiling material;

· any constraints on batten or purlin centres;

· any constraints on truss centres;

· any special bracing required;

· positions, mass, dimensions of water tanks, geysers, ducts, hatches, chimneys;

· type of truss configuration;

· preservative treatment required for the timber according to SANS 10005;

· grade or species of timber to be used; type of timber connections that may or may not be used; all.

· Quality Verification must be as agreed between parties.

Arrange to have the design prepared, and submit the design and guarantee for approval, before any work is started. The design must show at least:

· sizes and grades of all timber components

· sizes of trusses

· nail plates sizes and positions

· special connections like hips, valleys, jack rafters etc.

· sizes and spacing of purlins or battens

· type of roof covering and design loads

· point loads and support, for example geysers

· bracing

In the case of nailed ceilings, the minimum size of tie beams must be 38 x 100 mm .

Valid licensing (where required)

Certificate of approval of trussed roof structure In the case of prefabricated trusses, supply a certificate after erection, signed by the Competent Person who designed the structure, stating that the whole roof structure has been fabricated and erected to SANS 10243.

WALL PLATES

Use sawn softwood structural timber wall plates, grade S5, size 114 x 38 mm or as specified.

Lay wall plates in long lengths on the inner leaf of load-bearing walls and strap down where necessary until roof trusses/rafters are in place.

Gang planks Nail two 150 x 38 mm softwood grade S5 gang planks onto tie beams when specified. Nail two 150 x 38 mm gang planks onto tie beams of two adjoining trusses on both sides of geysers.

Roof beams and lintels Timber rafters and lintels must be sawn softwood structural timber or structural laminated timber to size and grade as specified.

Pretreat rafter ends and build in at least 100 mm into parapet walls, or suspend with patent galvanized steel hangers.

Dress anchors over rafters or purlins and fix with nails.

Purlins and battens Use sawn structural softwood purlins, grade S5, size 50 x 76 mm or as specified.

Use sawn structural softwood battens to size as specified.

Plane all timber that will be visible, for example at roof overhangs.

Nail purlins and battens in long lengths and with staggered joints onto rafters. Use 4 mm diameter galvanized wire nails, 120 mm long for purlins and twice the length of batten thickness for battens. Joints must be splayed and must occur on rafter centres.

Install battens on both sides of valleys for the first row of tiles lies at the same angle as the following rows of tiles.

Tie purlins to beams or trusses at every intersection with 3,25 mm diameter galvanized wire, or with galvanized steel hurricane clips or bent plate connectors.

FIBRE-CEMENT AND GYPSUM CEILINGS

Board Use flat, plain fibre-cement ceiling board complying with SANS 803, 4 or 6 mm thick as specified.

Use flat gypsum ceiling board complying with SANS 266, 6, 4 mm thick,or as specified.

Store board on an even surface under cover and keep dry.

Fixing Install ceiling board strictly according to the manufacocturer's instructions . Upon request of the architect/principal agent, furnish written proof that the manufacturer has been consulted.

Use longest lengths possible suit room. Arrange boards symmetrically about room, at right angles to timber brandering, with cut boards along walls, and to approved pattern or as specified.

Lay fibre-cement boards ripple face down to hide nail heads.

Nail boards to timber brandering with 38 mm galvanized clout nails or 32 x 2,5 mm diameter galvanized serrated ceiling nails at 150 mm centres.

Insert prepainted H-profile metal cover strips between boards.

In the case of plastered gypsum ceiling boards:

· ensure building is enclosed before ceiling boards are fixed

· fix wire scrim or self-adhesive brown paper tape over all joints

· plaster the same day as the board has been erected. Finish plaster to a smooth polished surface.

Ceiling insulation

Insulation Use mineral fibre blanket insulation, batts, cellulose loose fill thermal insulation, or reflective foil laminates class A, all complying with SANS 1381, as specified.

Lay insulation over ceiling to thickness or depth as specified. Fit blankets or batts snugly between roof trusses. Nail batts where necessary.

Lay foil over trusses fixed with tile battens, or on galvanized or PVC-caoted span wire at recommended centres, and with 140 mm laps so that span wires support each lap. Draw foil tight and fix to bottom and top purlin by gluing, double-sided tape, or sheet steel straps pop-rivet to the purlin, all according to the manufacturer's instructions.

PLASTERING

Plaster

Cement Use common cement complying with SANS 50197-1 strength class 32,5N, or masonry cement complying with SANS 50413-1, type MC 22,5 X.

Type, composition and strength of the cement must be shown on the bag or the delivery slip of bulk cement. Bags must be SABS-mark bearing.

Keep bagged cement in a dry store. Always use the oldest cement first. Do not use bagged cement with lumps that cannot be crumbled by hand.

Sand Use natural sand for plastering with SANS 1090, of fineness modulus as specified, when relevant.

Supply grading test results if requested by the architect/principal agent.

PAINTING

Emulsion paint on plaster Remove loose paint from previously painted surfaces.

Ensure complete drying depth of plaster before applying paint.

Rake out cracks and prime with emulsion paint complying with SANS 1586 grade 2.

Paint walls as follows:

· apply one coat emulsion paint complying with SANS 1586, grade 2, thinned down with 10 % clean water

· apply two coats emulsion paint complying with SANS 1586, of grade and gloss designation as specified, or

· apply two coats emulsion base textured wall coating to SANS 1227

Paint plastered ceilings as follows:

· apply two coats emulsion paint complying with SANS 1586, of grade and gloss designation as specified.

Emulsion paint on fibre-cement fascias, barge boards, cladding Remove loose paint from previously painted surfaces.

Touch up steel screw heads and metal cover strips with zinc phosphate primer complying with SANS 1319.

Touch up brass screw heads with vinyl wash primer complying with SANS 723.

Paint fascias, barge boards etc. as follows:

· apply one coat emulsion paint complying with SANS 1586, grade 2, thinned down with 10 % clean water

· apply tow coats emulsion paint complying with SANS 1586, of grade and gloss designation as specified.

Emulsion paint on fibre-cement and gypsum ceilings Remove loose paint from previously painted surfaces.

Touch up nail heads and metal cover strips with zinc phosphate primer complying with SANS 1319. Spot fill nail heads and indentations.

Paint ceilings as follows:

· apply two coats emulsion paint complying with SANS 1586, of grade and gloss designation as specified.

Supply and installation of roof trusses manufactured from treated structural timber (minimum H2 class), compliant with SANS standards for resistance to wood borer and termite activity, all work executed in line with ITC certification requirements.

100.5m2 26°

26°

SH 100

SH 101

18°

67m2

8m2

8m2

26m2

7m2

51m2

126m2

39m2

26° 26°

26°

26°

26° 26°

97m2

26°

26°

Existing Concrete Roof Structures Ensured Existing concrete roof structure slopes @ 1° min.

towards rainwater outlet. New cementitious waterproofing layer to be applied according to manufacturers specifications

Reuse of Existing Solar Panels

Reuse of Existing Solar Panels

Existing Concrete Roof Structures Ensured existing concrete roof structure slopes @ 1° min.

towards rainwater outlet. New cementitious waterproofing layer to be applied according to manufacturers specifications

Roof at Ground Floor

11.6m2

100x100 Seamless Powder Coated rwdp rwdp rwdp rwdp rwdp

100x100 Seamless Powder Coated rwdp rwdp rwdp rwdp rwdp rwdp rwdp rwdp rwdp rwdp

100x100 Seamless Powder Coated rwdp

100x100 Seamless Powder Coated rwdp

100x100 Seamless Powder Coated rwdp rwo rwo rwo rwo

100x100 Seamless Powder Coated rwdp rwo

FFL

New 114 x 38 SA Pine Wall Plate

Existing Roof Structure to be Removed

Garage Wall Plate

New 152 x 38mm SA Pine Truss spaced @ 760mm c.c. to Engineers Specifications

New 38 x 38 Timber Battens @ 320mm Center Spacing to Engineers Specifications

New 420 x 332 mm Marley Double Roman Concrete Roof Tile

New 38 x 50 SA PineTilting Batten @ End

New 125x90mm Seamless Powder Coated Gutter sloped towards 100x75mm r.w.d.p.

New 0.25 polyolefin Under Roof Tile Membrane

145mm Fabufill Insulation (R-Value: 3.35)

12x225mm Nutec Fascia Board

19745 1862 23327

270 1450 220 3555 320 2240 305 3255 110 5870 305 745220 2380 220

2865 630 1500 690

270 1450 220 4855 270 1675 220 1000 220 2775 270 4077 270 3661 220 1875 5345 1675 4215 46171720

21452

1450 220 3875 2225 320 3255 110 2461 110 3284

0 10

17 m²17 m²

BedroomBedroom Timber FlooringTimber Flooring

17 m²17 m²

HallwayHallway Timber FlooringTimber Flooring

12 m²12 m²

BedroomBedroom Timber FlooringTimber Flooring

25 m²25 m²

WICWIC

Timber FlooringTimber Flooring

19 m²19 m²

BedroomBedroom Timber FlooringTimber Flooring

5 m²5 m²

BathroomBathroom TilesTiles

18 m²18 m²

BedroomBedroom Timber FlooringTimber Flooring

10 m²10 m²

ToiletToilet TilesTiles

2 m²2 m²

WCWC

TilesTiles

4 m²4 m²

BathroomBathroom TilesTiles

16 m²16 m²

BathroomBathroom Timber FlooringTimber Flooring

5 m²5 m²

WICWIC

Timber FlooringTimber Flooring

70 m²70 m²

GarageGarage TilesTiles

New Concrete Roof on Level Below

New Concrete Roof Above to tie in with existing 170 roof structure

New Concrete Roof Above

New Concrete Roof Above

Existing Concrete Roof Structure

Be am

SH 101

New Concrete Roof on Level Below

304 3602

1 m²1 m²

WCWC

22 m²22 m²

RoomRoom

29 m²29 m²

BalconyBalcony

First Floor

Ground Floor

Wall Plate

26.0°

New 114 x 38 SA Pine Wall Plate

New 152 x 38mm SA Pine Truss spaced @ 760mm c.c. to Engineers Specifications

New 38 x 38 Timber Battens @ 320mm Center Spacing to Engineers Specifications

New 420 x 332 mm Marley Double Roman Concrete Roof Tile

New 38 x 50 SA PineTilting Batten @ End

New 0.25 polyolefin Under Roof Tile Membrane

New 170mm Reinforced Concrete roof with waterproofing layer as per Engineers Specifications

40mm Galvanized Suspended Pin up Ceiling with 10mm Gypsum Ceiling Boards

145mm Fabufill Insulation (R-Value: 3.35)New 125x90mm Seamless Powder Coated Gutter with

100x75mm r.w.d.p.

12x225mm Nutec Fascia Board

ROOF LEGENDROOF LEGEND

ITEMS

New 420 x 332 mm Marley Double Roman Concrete Roof Tile

SIZE

est. 840 m²

New Concrete @25MPa, with 105kg/m³ reinforcement est. 60 m²

A1

PIETER BREYTENBACH

PR ARCH 24749908SIGNATURE:

PO Box 14062, Hatfield Cel | 082 3317527

Tel/Fax | 012 342 5958 info@deter.co.za

Unclassified

A

B

21 3

C

D

E

F

4 5 6 7 8

G

H

I

J

K

L

21 3 4 5 6 7 8

9 10 11 12 13 14

CADD Plot Scale

Drawing Scale

CADD File Name

OBO Project Number

Classification

Project Number

Checked By

Date

Drawn By

Phase

CONCEP

T

Sheet Number

A

FINAL B

OBO/PDCS/DE

Drawing Title

Release For Construction:

OBO/PDCS/PDC

Rev Number

Revisions

Description Date

C

D

E

F

9 10 11 12 13 14

This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:

Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20522-0602. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.

WARNING:

Washington, D.C

G

H

I

J

United States Department of State

OVERSEAS BUILDINGS OPERATIONS

K

L for

PROJECT ARCHITECT:

All construction work to be in accordance with the A&E Field verify existing construction and dimensions prior to fabrication and installation of any item.

Contractor to verify all levels, heights and dimensions on site and to check same against drawings before putting any work in hand.

Any discrepancy between specification and drawings, the specification will be the bonding factor.

This drawing is not to be scaled and figured dimensions to be. Ask Contracting Officer if uncertain of dimensions.

Contractor is responsible for setting out of building.

All electrical and plumbing work to be carried out by registered artisans.

All Finishing to be to client and designers specifications.

All work to comply with A&E specifications.

Subjected to Engineer's Approval.

All Roofs to comply with SANS 10237 Edition 2, aswell as SANS 10400 Part L Edition 4.

General Note:

19SF7525P0622

The Contractor shall comply with all U.S. and local government safety regulations, including:

U.S. Army Corps of Engineers EM 385-1-1 Safety and Health Requirements Manual Available at:

http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx United States Occupational Safety and Health Administration (OSHA) requirements

As indicated

Roof Plan & Sections

344 - 801 SH 100

325 Aries St, Waterkloof Ridge

26.01.2026

MB

PB

SH 100

1 : 100

Roof Plan

1 : 100

Garage Section 2

1 : 100

First Floor 1 : 50

Section 3

GENERAL NOTES

ALL ROOF TRUSSES SHOWN ARE INDICATIVE ONLY. DESIGN AND SPECIFICATION OF TRUSSES, UNDERTAKEN AND

CERTIFIED BY A COMPETENT PROFESSIONAL

ENGINEER IN ACCORDANCE WITH RELEVANT SANS STANDARDS, ARE SHOWN IN RESPECTIVE ENGINEERS DETAILS SUPPLY AND INSTALLATION OF ROOF TRUSSES MANUFACTURED FROM TREATED STRUCTURAL TIMBER (MINIMUM H2 CLASS), COMPLIANT WITH SANS STANDARDS FOR RESISTANCE TO WOOD BORER AND TERMITE ACTIVITY, ALL

WORK EXECUTED IN LINE WITH ITC CERTIFICATION REQUIREMENTS.

WALLS TO BE BRACED/ SHORED WHILE ROOFING IS BEING REMOVED.

First Floor

First Floor

Ground Floor

Ground Floor

Wall Plate

Wall Plate

New 114 x 38mm SA Pine Wall Plate

New 152 x 38mm SA Pine Truss spaced @ 760mm c.c. to Engineers Specificationsto Engineers SpecificationsNew 38 x 38 Timber Battens @ 320mm Center

Spacing to Engineers Specifications

New 420 x 332 mm Marley Double Roman Concrete Roof Tile

New 38 x 50 SA Pine Tilting Batten

New polyolefin Under Roof Tile Membrane

40mm Galvanized Suspended Pin up Ceiling with 10mm Gypsum Ceiling Boards

New 420 x 332 mm Marley Double Roman Concrete Roof Tile

18.0°

26.0° 26 .0

26.0° 26 .0

40mm Galvanized Suspended Pin up Ceiling with 10mm Gypsum Ceiling Boards

New 38 x 38mm Timber Battens @ 320mm Center Spacing to Engineers Specifications

New 0.25 polyolefin Under Roof Tile Membrane

40mm Galvanized Suspended Pin up Ceiling with 10mm Gypsum Ceiling Boards

New 170mm Reinforced Concrete Roof Slab as per Engineers Design and Specifications with 25mm Screed and Cementitious Waterproof layer sloped towards r.w.o

145mm Fabufill Insulation (R-Value: 3.35)

New 90 x 90 x 120 Polystyrene Cornice

12x225mm Nutec Fascia Board

12x225mm Nutec Fascia Board

12x225mm Nutec Barge Board

New 150x100 Seamless Powder Coated Gutter with 100mm r.w.d.p.

SH 100

SH 100

SH 101

SH 101

639022

220 5080 220 220 3620 110 1350

320 2225 320

220 4860 220

1660 1740 195 1265

270 2795 320

3115 1777 600 1740 600 689 1716

3555 320 2225 320 9220 320

15640 3386

9540 4600 1080

270 3661

1249 1602 4549

220589

1160 1840 7777

SH 101

7.4m²

11.6m²

Sloped 170mm Concrete Roof Sloped 170mm Concrete Roof

100x65x8mm Unequal Angle fixed to Single leave Wall with M8 Bolts, as per Engineers Design and Specifications

78 m²78 m²

RoomRoom

52 m²52 m²

RoomRoom

6 m²6 m²

RoomRoom

28 m²28 m²

RoomRoom

56 m²56 m²

KitchenKitchen

3 m²3 m²

StorageStorage

10 m²10 m²

StairsStairs

35 m²35 m²

Formal Living RoomFormal Living Room

22 m²22 m²

RoomRoom

2 m²2 m²

RoomRoom

6 m²6 m²

BathroomBathroom

43 m²43 m²

RoomRoom

First Floor

Ground Floor

Wall Plate

170mm Reinforced Concrete Roof to Engineers Design and Specification

25mm Cement Screed with Paint-on Cementitious Waterproofing layer to slope towards r.w.o at min 1°.

230mm Masonry Brick

100 x 65m Unequal Angle bolted to single leave wall with M8 Bolts as per Engineers Design and specifications

40mm Galvanized Suspended Pin up Ceiling with 10mm Gypsum Ceiling Boards

75mm Fabufill Insulation (R-Value: 1.69)

1 : 50

Section 1

1 : 100

Ground Floor

A1

PIETER BREYTENBACH

PR ARCH 24749908SIGNATURE:

PO Box 14062, Hatfield Cel | 082 3317527

Tel/Fax | 012 342 5958 info@deter.co.za

Unclassified

A

B

21 3

C

D

E

F

4 5 6 7 8

G

H

I

J

K

L

21 3 4 5 6 7 8

9 10 11 12 13 14

CADD Plot Scale

Drawing Scale

CADD File Name

OBO Project Number

Classification

Project Number

Checked By

Date

Drawn By

Phase

CONCEP

T

Sheet Number

A

FINAL B

OBO/PDCS/DE

Drawing Title

Release For Construction:

OBO/PDCS/PDC

Rev Number

Revisions

Description Date

C

D

E

F

9 10 11 12 13 14

This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:

Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20522-0602. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.

WARNING:

Washington, D.C

G

H

I

J

United States Department of State

OVERSEAS BUILDINGS OPERATIONS

K

L for

PROJECT ARCHITECT:

All construction work to be in accordance with the A&E Field verify existing construction and dimensions prior to fabrication and installation of any item.

Contractor to verify all levels, heights and dimensions on site and to check same against drawings before putting any work in hand.

Any discrepancy between specification and drawings, the specification will be the bonding factor.

This drawing is not to be scaled and figured dimensions to be. Ask Contracting Officer if uncertain of dimensions.

Contractor is responsible for setting out of building.

All electrical and plumbing work to be carried out by registered artisans.

All Finishing to be to client and designers specifications.

All work to comply with A&E specifications.

Subjected to Engineer's Approval.

All Roofs to comply with SANS 10237 Edition 2, aswell as SANS 10400 Part L Edition 4.

General Note:

19SF7525P0622

The Contractor shall comply with all U.S. and local government safety regulations, including:

U.S. Army Corps of Engineers EM 385-1-1 Safety and Health Requirements Manual Available at:

http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx United States Occupational Safety and Health Administration (OSHA) requirements

As indicated

Sections & Floorplans

344 - 801 SH 101

325 Aries St, Waterkloof Ridge

26.01.2026

MB

PB

SH 101

1 : 25

Section 4

GENERAL NOTES

ALL ROOF TRUSSES SHOWN ARE INDICATIVE ONLY. DESIGN AND SPECIFICATION OF TRUSSES, UNDERTAKEN AND CERTIFIED BY A COMPETENT PROFESSIONAL ENGINEER IN ACCORDANCE WITH RELEVANT SANS STANDARDS, ARE SHOWN IN RESPECTIVE ENGINEERS DETAILS SUPPLY AND INSTALLATION OF ROOF TRUSSES MANUFACTURED FROM TREATED STRUCTURAL TIMBER (MINIMUM H2 CLASS), COMPLIANT WITH SANS STANDARDS FOR RESISTANCE TO WOOD BORER AND TERMITE ACTIVITY, ALL WORK EXECUTED IN LINE WITH ITC CERTIFICATION REQUIREMENTS.

WALLS TO BE BRACED/ SHORED WHILE ROOFING IS BEING REMOVED.

SH 100

SH 100

SH 101

SH 101

SH 101

639022

220 5080 220 220 3620 110 1350

320 2225 320

220 4860 220

1660 1740 195 1265

9540 4600 1080

270 3661

220589

1160 1840 7777

7.4m²

11.6m²

Sloped 170mm Concrete Roof Sloped 170mm Concrete Roof

100x65x8mm Unequal Angle fixed to Single leave Wall with M8 Bolts, as per Engineers Design and Specifications

56 m²56 m² KitchenKitchen

3 m²3 m² StorageStorage

10 m²10 m² StairsStairs

35 m²35 m² Formal Living RoomFormal Living Room

22 m²22 m²

RoomRoom

2 m²2 m²

RoomRoom

6 m²6 m² BathroomBathroom

43 m²43 m²

RoomRoom

Bathroom to receive Concrete slab roof, pin-up ceiling to be Bathroom to receive Concrete slab roof, pin-up ceiling to be installed below concrete slab. Refer to Section 4 (SH 101)installed below concrete slab. Refer to Section 4 (SH 101)

SH 101

19745 1862 23327

270 1450 220 3555 320 2240 305 3255 110 5870 305 745220 2380 220

2865 630 1500 690

270 1450 220 4855 270 1675 220 1000 220 2775 270 4077 270 3661 220 1875 5345 1675 4215 46171720

21452

1450 220 3875 2225 320 3255 110 2461 110 3284

0 10

17 m²17 m² BedroomBedroom

17 m²17 m² HallwayHallway

12 m²12 m² BedroomBedroom

25 m²25 m²

WICWIC

19 m²19 m² BedroomBedroom5 m²5 m²

BathroomBathroom

18 m²18 m² BedroomBedroom

10 m²10 m² ToiletToilet

2 m²2 m²

WCWC

4 m²4 m² BathroomBathroom

16 m²16 m² BathroomBathroom

5 m²5 m²

WICWIC

Timber FlooringTimber Flooring

70 m²70 m²

GarageGarage TilesTiles

New Concrete Roof on Level Below

New Concrete Roof Above to tie in with existing 170 roof structure

New Concrete Roof Above

New Concrete Roof Above

Existing Concrete Roof Structure

Be am

New Concrete Roof on Level Below

304 3602

1 m²1 m²

WCWC

22 m²22 m²

RoomRoom

29 m²29 m²

BalconyBalcony

8371 6146

61 279

7.74m²

CEILING LEGENDCEILING LEGEND

ITEMS

9mm Gypsum Ceiling Board

BR4 XPS 90x 90x 120mm Polystyrene Cornice

New Concrete @25MPa, with 105kg/m³ reinforcement.

Concrete Soffit to be class 2 accuracy, finished by skimming and plastering. Top of slab to be Class 2 accuracy, screeded towards rainwater outlet

SIZE

est. 300 r/m est. 293 m² est. 60 m²

A1

PIETER BREYTENBACH

PR ARCH 24749908SIGNATURE:

PO Box 14062, Hatfield Cel | 082 3317527

Tel/Fax | 012 342 5958 info@deter.co.za

Unclassified

A

B

21 3

C

D

E

F

4 5 6 7 8

G

H

I

J

K

L

21 3 4 5 6 7 8

9 10 11 12 13 14

CADD Plot Scale

Drawing Scale

CADD File Name

OBO Project Number

Classification

Project Number

Checked By

Date

Drawn By

Phase

CONCEP

T

Sheet Number

A

FINAL B

OBO/PDCS/DE

Drawing Title

Release For Construction:

OBO/PDCS/PDC

Rev Number

Revisions

Description Date

C

D

E

F

9 10 11 12 13 14

This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:

Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20522-0602. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.

WARNING:

Washington, D.C

G

H

I

J

United States Department of State

OVERSEAS BUILDINGS OPERATIONS

K

L for

PROJECT ARCHITECT:

All construction work to be in accordance with the A&E Field verify existing construction and dimensions prior to fabrication and installation of any item.

Contractor to verify all levels, heights and dimensions on site and to check same against drawings before putting any work in hand.

Any discrepancy between specification and drawings, the specification will be the bonding factor.

This drawing is not to be scaled and figured dimensions to be. Ask Contracting Officer if uncertain of dimensions.

Contractor is responsible for setting out of building.

All electrical and plumbing work to be carried out by registered artisans.

All Finishing to be to client and designers specifications.

All work to comply with A&E specifications.

Subjected to Engineer's Approval.

All Roofs to comply with SANS 10237 Edition 2, aswell as SANS 10400 Part L Edition 4.

General Note:

19SF7525P0622

The Contractor shall comply with all U.S. and local government safety regulations, including:

U.S. Army Corps of Engineers EM 385-1-1 Safety and Health Requirements Manual Available at:

http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx United States Occupational Safety and Health Administration (OSHA) requirements

As indicated

Ceiling Plans

344 - 801 SH 102

325 Aries St, Waterkloof Ridge

26.01.2026

Author

Checker

SH 102

1 : 100

Ground Floor Ceiling

1 : 100

First Floor Ceiling

56 m²56 m² KitchenKitchen

3 m²3 m² StorageStorage

10 m²10 m² StairsStairs

35 m²35 m² Formal Living RoomFormal Living Room

22 m²22 m²

RoomRoom

2 m²2 m²

RoomRoom

6 m²6 m² BathroomBathroom

43 m²43 m²

RoomRoom

1420 1465 455 845 735

1200 2460 1200

2430 2430

1230 1230

730 730

P

P

P

P

P Light above

Light above

2-way

2-way

2-way

17 m²17 m² BedroomBedroom

17 m²17 m²…