Page 1

FRANCISCO MANUEL LÓPEZ CHACÓN. Registered Architect nº 1467 C.O.A. MÁLAGA 1. REPORT 1.1 AGENTS 1.2 OBJECT 1.3 BACKGROUND (according to chronology) 1.3.1. General description of the building complex. 1.3.2 Original project of the Conjunto Señorío de Aloha. 1.3.3 Work carried out by the C.P.P. under technical supervision 1.4 DESCRIPTION OF THE STUDY OBJECT 1.4.1 Building envelope 1.4.2 Exterior areas 1.5 PATHOLOGIES 1.5.1 Detachments in slab edges and metal finishes 1.5.2 Leaks in roofs/gardens 1.5.3 Protections against falls 1.5.4 Various in common areas: flooring, walls, and paths 1.6 CONCLUSIONS 1.7 PROPOSAL FOR ACTION 1.7.1 Detachments in slab edges and metal finishes 1.7.2 Leaks in roofs/gardens 1.7.3 Protections against falls 1.7.4 Various in common areas: flooring, walls, and paths 1.7.5 Summary of the economic estimate. 2. ANNEXES 2.1 SITUATION 2.2 PHOTOGRAPHIC DOSSIER 2.3 MEASUREMENTS AND ECONOMIC ESTIMATION 3. PLANS REPORT OF PATHOLOGIES (Envelope and common areas) Dir.: Conjunto Señorío de Aloha, Av. Manolete, Marbella, CP 29660 (Málaga)

Page 2

FRANCISCO MANUEL LÓPEZ CHACÓN Registered Architect nº 1467 C.O.A. MÁLAGA C/ Álamo esq. C/ Juan Illesca Pavón San Pedro de Alcántara (MÁLAGA) Tlf. 661 666 598 Lc12arquitectura@gmail.com Lopezchacon@coamalaga.es REPORT OF PATHOLOGIES. Conjunto Señorío de Aloha, Av. Manolete, Marbella, CP 29660 (Málaga) Page 1 of 35 1. REPORT 1.1 AGENTS Requester: OWNERS’ ASSOCIATION CJTO. SEÑORÍO DE ALOHA (in the following C.P.P.) CIF: H92232214 Address of the property subject to the report: Conjunto Señorío de Aloha, Edificios Mezquita, Alhambra, Doñana, Giralda and Triana, located in Av. Manolete, Marbella, CP 29660 (Málaga) Cadastral references: 4210108UF2441S: Parcel of Mezquita and Alhambra and Doñana buildings. 4210111UF2441S: Parcel of Giralda and Triana buildings Author: D. FRANCISCO MANUEL LÓPEZ CHACÓN DNI: 78.967.556-T Qualification: Architect. Official College of Architects of Málaga, registered nº1.467 Address: C/ Amistad, 29, Edificio. Cortesol. Locales 9-10, C.P. 29670 San Pedro de Alcántara (MÁLAGA). The signing expert declares to have acted under the promise of telling the truth and with the greatest possible objectivity, taking into account both what may favor and what may harm any of the parties, and that he is aware of the criminal penalties that he may incur if he fails to fulfill his duty as an expert.

Page 3

FRANCISCO MANUEL LÓPEZ CHACÓN Registered Architect nº 1467 C.O.A. MÁLAGA C/ Álamo esq. C/ Juan Illesca Pavón San Pedro de Alcántara (MÁLAGA) Tlf. 661 666 598 Lc12arquitectura@gmail.com Lopezchacon@coamalaga.es REPORT OF PATHOLOGIES. Conjunto Señorío de Aloha, Av. Manolete, Marbella, CP 29660 (Málaga) Page 2 of 35 1.3 BACKGROUND 1.3.1 General description of the building complex. The object of study is the envelope of the existing buildings in the Conjunto Señorío de Aloha, as well as various elements of the common areas between the different blocks and defined in the previous point. The complex consists of five multi-family buildings that are independent on the ground floor. The entire complex is located on two cadastral parcels, resulting in: 4210108UF2441S: Parcel of Mezquita and Alhambra and Doñana buildings. 4210111UF2441S: Parcel of Giralda and Triana buildings The buildings have a similar geometry and on the ground floor consist of six floors (five + attic). They are distributed in both cadastral parcels, leaving between the volumes different common areas such as swimming pools or walking areas. The complex has an approximate age of 24-25 years as of the date of drafting this report, according to the General Directorate of Cadastre, with its year of construction being 2000 and 2001 respectively. The complex has the following boundaries: North: Jardines de Andalucía La Nueva. East: Av. de Manolete and C/ las Ventas. South: Casaño. West: C/ de las Adelfas. Cjto. Jardines Andalucía la Nueva C/ de las Adelfas Av. de Manolete C/ Las Ventas Cjto. Casaño

Page 4

FRANCISCO MANUEL LÓPEZ CHACÓN Registered Architect nº 1467 C.O.A. MÁLAGA C/ Álamo esq. C/ Juan Illesca Pavón San Pedro de Alcántara (MÁLAGA) Tlf. 661 666 598 Lc12arquitectura@gmail.com Lopezchacon@coamalaga.es REPORT OF PATHOLOGIES. Conjunto Señorío de Aloha, Av. Manolete, Marbella, CP 29660 (Málaga) Page 3 of 35 The envelope of the five buildings and common areas is analyzed, but the scope of the building that houses the paddle tennis court is excluded, as well as the areas intended for the swimming pool. Swimming pool phase 1 Paddle tennis courts Swimming pool phase 3 Swimming pool phase 2

Page 5

FRANCISCO MANUEL LÓPEZ CHACÓN Registered Architect nº 1467 C.O.A. MÁLAGA C/ Álamo esq. C/ Juan Illesca Pavón San Pedro de Alcántara (MÁLAGA) Tlf. 661 666 598 Lc12arquitectura@gmail.com Lopezchacon@coamalaga.es REPORT OF PATHOLOGIES. Conjunto Señorío de Aloha, Av. Manolete, Marbella, CP 29660 (Málaga) Page 4 of 35 1.3.2 Original project of the Conjunto Señorío de Aloha The Conjunto Señorío de Aloha was executed in three differentiated projects, which were drafted by the same architects and executed by the same promoter Promoter: ALGABAMAR-2 S.A. Architects: D. José Luis Cerezo Arias and D. Manuel García Bueno PHASE 1 Title: Execution project of 100 homes, urbanization and garage Buildings: Giralda and Triana Date of visa: 30/07/1998 PHASE 2 Title: Execution project of 90 homes, urbanization and garage Buildings: Alhambra and Doñana Date of visa: 29/03/1999 PHASE 3 Title: Execution project of 60 homes, urbanization and garage Building: Mezquita Date of visa: 07/07/1999 PHASE 1 PHASE 3 PHASE 2

Page 6

FRANCISCO MANUEL LÓPEZ CHACÓN Registered Architect nº 1467 C.O.A. MÁLAGA C/ Álamo esq. C/ Juan Illesca Pavón San Pedro de Alcántara (MÁLAGA) Tlf. 661 666 598 Lc12arquitectura@gmail.com Lopezchacon@coamalaga.es REPORT OF PATHOLOGIES. Conjunto Señorío de Aloha, Av. Manolete, Marbella, CP 29660 (Málaga) Page 5 of 35 In this document, elevations and plans of the different buildings are defined, whose information is taken as a reference in subsequent measurements, along with the recent topographic survey carried out. Extract of original project planimetry. FLOOR PLANS Extract of original project planimetry. ELEVATIONS AND SECTIONS

Page 7

FRANCISCO MANUEL LÓPEZ CHACÓN Registered Architect nº 1467 C.O.A. MÁLAGA C/ Álamo esq. C/ Juan Illesca Pavón San Pedro de Alcántara (MÁLAGA) Tlf. 661 666 598 Lc12arquitectura@gmail.com Lopezchacon@coamalaga.es REPORT OF PATHOLOGIES. Conjunto Señorío de Aloha, Av. Manolete, Marbella, CP 29660 (Málaga) Page 6 of 35 1.3.3 Work carried out by the C.P.P. under technical supervision The C.P.P. delivers a series of private terraces/roofs that have been carried out under the supervision of a technician. These are outside the scope of possible repair actions due to leaks, although other pathologies such as oxidation (in slab edges) persist. MEZQUITA 5 3 LEFT DOÑANA 4 2 LEFT DOÑANA 4 3 LEFT DOÑANA 1 4 RIGHT GIRALDA 4 5 LEFT NORTH FIRST FLOOR ALHAMBRA 4 3 RIGHT ALHAMBRA 4 2 RIGHT ALHAMBRA 4 1 RIGHT GIRALDA 1 4 RIGHT GIRALDA 2 5 LEFT ALHAMBRA 1 5 RIGHT FIRST FLOOR ALHAMBRA 3 2 RIGHT GIRALDA 1 5 RIGHT FIRST FLOOR DOÑANA 1 3 LEFT MEZQUITA 4 5 RIGHT GIRALDA 3 3 LEFT ALHAMBRA 2 4 LEFT

Page 8

FRANCISCO MANUEL LÓPEZ CHACÓN Registered Architect nº 1467 C.O.A. MÁLAGA C/ Álamo esq. C/ Juan Illesca Pavón San Pedro de Alcántara (MÁLAGA) Tlf. 661 666 598 Lc12arquitectura@gmail.com Lopezchacon@coamalaga.es REPORT OF PATHOLOGIES. Conjunto Señorío de Aloha, Av. Manolete, Marbella, CP 29660 (Málaga) Page 7 of 35 1.4 DESCRIPTION OF THE STUDY OBJECT For the drafting of this report, in addition to access to part of the existing project documentation in the archives of the Excmo. Marbella City Council, numerous visits have been made to the common areas and the following visits to the different apartments, commenting on the most relevant aspects in each case: Building Apartment Observations (summarized) DOÑANA Portal 1, 4th Right. Date: 24/10/2025 - DOÑANA Portal 1, 5th Right. Date: 21/10/2025 Apartment under construction at the time of the visit. They have removed the garden on the 5th floor terrace (east orientation) and a water test is being carried out on this roof. This apartment has incorporated an extra bar/pasamos in the fall protection to gain height (120 cm approx.) DOÑANA Portal 4, 4th Left. Date: 24/10/2025 Garden next to the main terrace with a crack in the garden wall. It appears to have a double sheet that is not locked, so it does not work solidly. DOÑANA Portal 5, 1st Left. Date: 24/10/2025 Metal finishes in very poor condition, both in this apartment and in the upper level GIRALDA Portal 3, 3rd Right. Date: 24/10/2025 You can see how the 2nd Right is under construction. This apartment has incorporated an extra bar/pasamos in the fall protection to gain height (115 cm approx.) GIRALDA Portal 5, 1st Right. Date: 03/11/2025 - GIRALDA Portal 4, 1st Right. Date: 03/11/2025 This apartment has incorporated an extra bar/pasamos in the fall protection to gain height (120 cm approx.) TRIANA Portal 1, 3rd Right. Date: 24/10/2025 - TRIANA Portal 4, 1st Left. Date: 03/11/2025 - TRIANA Portal 4, 5th Left. Date: 21/10/2025 - TRIANA Portal 5, 1st Left. Date: 24/10/2025 Apartment completely renovated. Metal profiles of the upper apartment in very poor condition. TRIANA Port 5 2nd Right. Date: 24/10/2025 -

Page 9

FRANCISCO MANUEL LÓPEZ CHACÓN Registered Architect nº 1467 C.O.A. MÁLAGA C/ Álamo esq. C/ Juan Illesca Pavón San Pedro de Alcántara (MÁLAGA) Tlf. 661 666 598 Lc12arquitectura@gmail.com Lopezchacon@coamalaga.es REPORT OF PATHOLOGIES. Conjunto Señorío de Aloha, Av. Manolete, Marbella, CP 29660 (Málaga) Page 8 of 35 1.4.1 Building envelope The building envelope is composed of a brick facade. It is intuited in the general sections that it is double-leaf and probably, due to the time it was built, has thermal insulation, which is not relevant to the object of the present report. As for the PRIVATE TERRACES (flat, walkable roofs), they are protected with ceramic tiles and waterproofed mainly with asphalt fabric, although several of these terraces have already been renovated or have undergone some type of action. These roofs have a drain in the central area of the roof slab. It is noteworthy that the vast majority of the slabs have only one drain and that in the terraces that face the facade with access on the first floor (generally west orientation), many of these roofs (kitchen and bedroom terraces) have a hole in the partition wall that communicates both roofs. This constitutes a kind of overflow that communicates both slabs, although it can also constitute a weak point due to the geometry of the encounter. EDIFICIO DOÑANA. P 4, 4º Left. EDIFICIO TRIANA. P 1, 3º Right. Overflow Overflow Overflow

Page 10

FRANCISCO MANUEL LÓPEZ CHACÓN Registered Architect nº 1467 C.O.A. MÁLAGA C/ Álamo esq. C/ Juan Illesca Pavón San Pedro de Alcántara (MÁLAGA) Tlf. 661 666 598 Lc12arquitectura@gmail.com Lopezchacon@coamalaga.es REPORT OF PATHOLOGIES. Conjunto Señorío de Aloha, Av. Manolete, Marbella, CP 29660 (Málaga) Page 9 of 35 Attached to these roofs are numerous GARDENS, with disparate geometry (see 3. PLANIMETRÍA) and highly variable state of conservation. These are resolved in the vast majority through liquid waterproofing (paint, liquid membrane…), also some owners have eliminated them, “giving this surface” to the terrace. Extract of planimetry, with definition of types: EDIFICIO DOÑANA. P 1, 5th right. Garden eliminated by the owner. Garden eliminated

Page 11

FRANCISCO MANUEL LÓPEZ CHACÓN Registered Architect nº 1467 C.O.A. MÁLAGA C/ Álamo esq. C/ Juan Illesca Pavón San Pedro de Alcántara (MÁLAGA) Tlf. 661 666 598 Lc12arquitectura@gmail.com Lopezchacon@coamalaga.es REPORT OF PATHOLOGIES. Conjunto Señorío de Aloha, Av. Manolete, Marbella, CP 29660 (Málaga) Page 10 of 35 Of special relevance is the METAL PROFILE FINISH of the slab edges. According to the analyzed geometry and the detected pathological failure, which is deepened in the following points, it is possible to see the composition of the finish of the slab edge. In the slab edges, there are two types of hanging depending on their position. There are two types of L-shaped plates. In the curved area of the main terraces, there is a plate with a total height of 23-24cm (large plate), which hangs 12cm under the lower face of the slab, In the rest of the areas, this finish is made with a plate of total height 11-12cm (small plate) and that hangs 5cm under the edge of the slab. Large plate Small plate

Page 12

FRANCISCO MANUEL LÓPEZ CHACÓN Registered Architect nº 1467 C.O.A. MÁLAGA C/ Álamo esq. C/ Juan Illesca Pavón San Pedro de Alcántara (MÁLAGA) Tlf. 661 666 598 Lc12arquitectura@gmail.com Lopezchacon@coamalaga.es REPORT OF PATHOLOGIES. Conjunto Señorío de Aloha, Av. Manolete, Marbella, CP 29660 (Málaga) Page 11 of 35 LARGE PLATE (h = 23-24 cm; hanging 12cm) SMALL PLATE (h = 11-22 cm; hanging 5cm) H = 23-24cm Hanging = 12cm Hanging = 5cm H = 11-12cm

Page 13

FRANCISCO MANUEL LÓPEZ CHACÓN Registered Architect nº 1467 C.O.A. MÁLAGA C/ Álamo esq. C/ Juan Illesca Pavón San Pedro de Alcántara (MÁLAGA) Tlf. 661 666 598 Lc12arquitectura@gmail.com Lopezchacon@coamalaga.es REPORT OF PATHOLOGIES. Conjunto Señorío de Aloha, Av. Manolete, Marbella, CP 29660 (Málaga) Page 12 of 35 As for the PROTECTIONS (parapets and railings), they have a similar composition throughout the complex. The height of the brick parapets usually ranges from 100cm in the horizontal area. The railings are composed (approximately and generalized), of 20mm diameter horizontal tubes separated by 150mm approximately with a top finish as a handrail, whose diameter is 50mm. In some apartments, it can be seen how this height has been partially increased, due to safety. EDIFICIO DOÑANA. P 1, 5th Right H = 98-100cm H = 98-100cm

Page 14

FRANCISCO MANUEL LÓPEZ CHACÓN Registered Architect nº 1467 C.O.A. MÁLAGA C/ Álamo esq. C/ Juan Illesca Pavón San Pedro de Alcántara (MÁLAGA) Tlf. 661 666 598 Lc12arquitectura@gmail.com Lopezchacon@coamalaga.es REPORT OF PATHOLOGIES. Conjunto Señorío de Aloha, Av. Manolete, Marbella, CP 29660 (Málaga) Page 13 of 35 1.4.2 Exterior areas In relation to the exterior areas, the configuration of these is that of a flat, walkable roof, finished with ceramic tiles. Although the technical sheet of the pavement is not available, nor has any test been carried out to determine its slip resistance (pendulum test), simply by walking through the common areas of the urbanization and having confirmed it with the maintenance personnel, it can be concluded that the pavement is not anti-slip (class 3, according to CTE DB SUA).

Page 15

FRANCISCO MANUEL LÓPEZ CHACÓN Registered Architect nº 1467 C.O.A. MÁLAGA C/ Álamo esq. C/ Juan Illesca Pavón San Pedro de Alcántara (MÁLAGA) Tlf. 661 666 598 Lc12arquitectura@gmail.com Lopezchacon@coamalaga.es REPORT OF PATHOLOGIES. Conjunto Señorío de Aloha, Av. Manolete, Marbella, CP 29660 (Málaga) Page 14 of 35 In relation to the CONTAINMENT SYSTEMS, in many areas you can see H.A. walls, as well as areas of pile screens with a natural stone cladding (masonry) However, there are some areas whose containment walls are executed with lightweight concrete blocks, whose suitability in these cases is explained in later sections. H.A. wall Block wall Block wall

Page 16

FRANCISCO MANUEL LÓPEZ CHACÓN Registered Architect nº 1467 C.O.A. MÁLAGA C/ Álamo esq. C/ Juan Illesca Pavón San Pedro de Alcántara (MÁLAGA) Tlf. 661 666 598 Lc12arquitectura@gmail.com Lopezchacon@coamalaga.es REPORT OF PATHOLOGIES. Conjunto Señorío de Aloha, Av. Manolete, Marbella, CP 29660 (Málaga) Page 15 of 35 1.5 PATHOLOGIES 1.5.1 Detachments in slab edges and metal finishes Regarding the existing fissure in the slab edges, it can be determined that the main cause is the oxidation of the L-shaped profiles (plates) previously defined. This generalized pathology occurs due to an incorrect design in the original project. The metallic nature of these elements, combined with their environmental exposure and proximity to the sea, makes them present an advanced state of deterioration, even disintegration. Extract of 3. PLANIMETRÍA. In red, areas with affectation in plates

Page 17

FRANCISCO MANUEL LÓPEZ CHACÓN Registered Architect nº 1467 C.O.A. MÁLAGA C/ Álamo esq. C/ Juan Illesca Pavón San Pedro de Alcántara (MÁLAGA) Tlf. 661 666 598 Lc12arquitectura@gmail.com Lopezchacon@coamalaga.es REPORT OF PATHOLOGIES. Conjunto Señorío de Aloha, Av. Manolete, Marbella, CP 29660 (Málaga) Page 16 of 35 In relation to the finishes of the slab edges, there is another “sub-case” that is visible in areas where there are gardens and terraces and the parameter does not appear to be stable. This pathology is due to the geometry of the support of the exterior facade, which in some areas the width of this support is insufficient, compromising the stability of the element. Extract of 3. PLANIMETRÍA. This can be seen in two apartments visited: • Edificio Doñana, portal 4, 4th Left. The exterior face of the garden presents a thickness of one foot (24cm approx.), in what appears to be a subsequent addition (towards the interior). The garden appears to be waterproofed by means of a liquid membrane.

Page 18

FRANCISCO MANUEL LÓPEZ CHACÓN Registered Architect nº 1467 C.O.A. MÁLAGA C/ Álamo esq. C/ Juan Illesca Pavón San Pedro de Alcántara (MÁLAGA) Tlf. 661 666 598 Lc12arquitectura@gmail.com Lopezchacon@coamalaga.es REPORT OF PATHOLOGIES. Conjunto Señorío de Aloha, Av. Manolete, Marbella, CP 29660 (Málaga) Page 17 of 35 In this, a fissure can be seen between what should be the original closure of the garden and a subsequent interior reinforcement/addition. In this case, it can be seen how the leaves are separating, leaving the fissure between them visible. This fissure is undoubtedly a zone of access for water in case of rain. • Edificio Doñana, portal 5, 1st Left. The addition around the slab edge for the patching of the finish has a thickness that ranges between 5-7cm. If the brick facade of the wall is made with ½ foot of perforated brick (11.5cm) or a double hollow brick wall (9cm), it means that the support of the brick on the facade can be 4-6cm in some points, which would be insufficient. Exterior wall. Instability Interior wall. Added Fissure 5-7cm

Page 19

FRANCISCO MANUEL LÓPEZ CHACÓN Registered Architect nº 1467 C.O.A. MÁLAGA C/ Álamo esq. C/ Juan Illesca Pavón San Pedro de Alcántara (MÁLAGA) Tlf. 661 666 598 Lc12arquitectura@gmail.com Lopezchacon@coamalaga.es REPORT OF PATHOLOGIES. Conjunto Señorío de Aloha, Av. Manolete, Marbella, CP 29660 (Málaga) Page 18 of 35 1.5.2 Leaks in roofs/gardens There are several roofs and gardens with evident signs of leaks. This can be due to multiple factors and/or the combination of several of them. • There are terraces that correspond to the original construction, so they have an approximate age of 24-25 years, so it is understood that they may have reached the end of their useful life. • There are leaks in the area of the expansion joints. This may be due to the failure of the garden’s waterproofing or the failure (due to non-existence or lack of maintenance) of the sealing of the structural joint • Incorrect manipulations of gardens and/or terraces have been carried out 1.5.3 Protections against falls Leaks in the lower face of the slab

Page 20

FRANCISCO MANUEL LÓPEZ CHACÓN Registered Architect nº 1467 C.O.A. MÁLAGA C/ Álamo esq. C/ Juan Illesca Pavón San Pedro de Alcántara (MÁLAGA) Tlf. 661 666 598 Lc12arquitectura@gmail.com Lopezchacon@coamalaga.es REPORT OF PATHOLOGIES. Conjunto Señorío de Aloha, Av. Manolete, Marbella, CP 29660 (Málaga) Page 19 of 35 If we look at the protections of the terraces (parapets and railings), we can see that the brick facade part usually has a height of approximately 100cm, while the protections, given their anchoring, always have a height 5-7cm lower than that of the parameter. Although these elements were built under the protection of a previous regulation to the Technical Building Code (in the following CTE, with entry into force 2.006-2.007), it is important to mention the part of the CTE that defines the parameters that must be met in relation to protections against falls: CTE DB SUA, apartado SUA-1 Safety against the risk of falls. In the scope of this document, it is specified that, in the event of not intervening in these elements (railings), it is not obligatory to adapt to the current regulations. In this sense, the technician who drafts this report understands that the simple painting of the elements (degree of maintenance work most basic) does not constitute a modification such as described in the CTE. However, this will be corroborated at the time the mandatory building permit is requested Extract of CTE DB SUA- General application criteria 100 cm 5 - 7cm cm