Annex A — Plans (Giralda, December 2026)
| Reference | 2026-appa-plans-giralda-dec |
|---|---|
| Document Type | Technical Report technical |
| Date | 2026-12-31 (30 December 2026) |
| Issued by | Adenjo Gestión SL |
| Affects | All buildings (5 of 5) |
| Available in | ENESSVARFR |
| Storage ?Cryptographic hash for verifying that this file matches the original on record. | r2://Appendix_A_Architect/AppA_Plans_Giralda_Dec2025_Signed.pdf |
Owner-prepared summary. Original document is the authoritative source.
At a glance
- Annex A – Plans for the Giralda building was issued on 31 December 2026.
- The document presents technical drawings for re‑impermeabilisation of common‑area roofs and structural repair of the garage.
- Architects Francisco Manuel López Chacón (COA Málaga nº 1467) and José Manuel Domínguez García (COA Sevilla nº 7038) are listed as the responsible professionals.
- The plan set includes eleven sheets covering site situation, cadastral placement, topographic survey, pathology and intervention details for the ground floor garage and first‑floor accesses.
- All sheets bear a statutory visado dated 19 December 2025 (Expedient 2025/004653/001) from the Colegio Oficial de Arquitectos de Málaga.
Show extracted text (mostly measurements + dimensions)
Page 1
FRANCISCO MANUEL LÓPEZ CHACÓN Registered Architect No. 1467 C.O.A. MÁLAGA Tel. 951572591 Lc12arquitectura@gmail.com Mr. JOSÉ MANUEL DOMÍNGUEZ GARCÍA Registered Architect No. 7038 C.O.A. SEVILLA Tel. 619 788 843 jmdominguez.arquitecto@gmail.com FRANCISCO MANUEL LÓPEZ CHACÓN, Registered Architect No. 1467 C.O.A. MÁLAGA JOSÉ MANUEL DOMÍNGUEZ GARCÍA, Registered Architect C.O.A. Sevilla No. 7038 BASIC EXECUTION PROJECT FOR ROOF RE-WATERPROOFING IN COMMON AREAS AND STRUCTURAL REPAIR OF GIRALDA BUILDING GARAGE. Developer: C.P. CONJUNTO SEÑORÍO DE ALOHA Address: Conjunto Señorío de Aloha, Av. Manolete, C/Las Adelfas, Marbella, CP 29660 (Málaga) II. PLANS 01 SITUATION. CURRENT STATE A2_S/E 02 SITE LOCATION. CADASTRAL PARCEL AND GIRALDA BUILDING. A2_1/1000 03 TOPOGRAPHIC SURVEY. GIRALDA BUILDING. A1_1/150 04 GIRALDA BUILDING. PATHOLOGIES AND WORK PROPOSALS. GROUND FLOOR – GARAGE. A1_1/150 05 GIRALDA BUILDING. PATHOLOGIES AND WORK PROPOSALS. CURRENT STATE. FIRST FLOOR - ACCESS AREAS. A1_1/150 06 GIRALDA BUILDING. PATHOLOGIES AND WORK PROPOSALS. PROPOSED STATE. FIRST FLOOR - ACCESS AREAS. A1_1/150 07 GIRALDA BUILDING. STRUCTURAL REINFORCEMENT. GROUND FLOOR - GARAGE. A1_1/150 08 GIRALDA BUILDING. DRAINAGE. GROUND FLOOR - GARAGE. A1_1/150 09 GIRALDA BUILDING. DRAINAGE. FIRST FLOOR – ACCESS TO BLOCK. A1_1/150 10 CONSTRUCTION DETAILS A2_e: various Pag. 1 of 11 STATUTORY INSPECTION 19/12/2025 - File No. 2025/004653/001 COLEGIO OFICIAL DE ARQUITECTOS DE MÁLAGA This inspection certifies expressly the following circumstances: The identity and professional qualification of the architect author of the work and the formal integrity and documentary correctness according to applicable regulations. LOPEZ CHACON, FRANCISCO MANUEL DOMINGUEZ GARCIA, JOSE MANUEL ARCH.: C.P.P. CONJUNTO SEÑORIO DE ALOHA DEVELOPER: ROOF RE-WATERPROOFING AND STRUCTURAL REINFORCEMENT OF 29600 - MARBELLA
Page 2
SITUATION CURRENT STATE. (A2_s.e.) Conjunto Señorío de Aloha, Av. Manolete, C/Las Adelfas, Marbella, CP 29660 (Málaga) DEVELOPER/S: C.P. CONJUNTO SEÑORÍO DE ALOHA Registered Architect C.O.A. Málaga 1.467 / Registered Architect C.O.A. Sevilla 7038 C/ Amistad No. 29, Edificio Cortesol, Locales 9-10, San Pedro de Alcántara (MÁLAGA) Tel. 952 927 423 Francisco M. López Chacón / José M. Domínguez García Basic Execution Project for roof re-waterproofing in common areas and structural repair of Giralda building garage DECEMBER 2025 of 10 SITE LOCATION PLAN. Conjunto Señorío de Aloha, located between Av. de Manolete and C/. de las Adelfas, Nueva Andalucía District, Municipality of Marbella, CP29670 (Málaga) ADAPTATION TO ANDALUSIAN URBAN PLANNING LAW Consolidated Urban Land (PM-1. Mediterranean Village) N 01 Pag. 2 of 11 STATUTORY INSPECTION 19/12/2025 - File No. 2025/004653/001 COLEGIO OFICIAL DE ARQUITECTOS DE MÁLAGA This inspection certifies expressly the following circumstances: The identity and professional qualification of the architect author of the work and the formal integrity and documentary correctness according to applicable regulations. LOPEZ CHACON, FRANCISCO MANUEL DOMINGUEZ GARCIA, JOSE MANUEL ARCH.: C.P.P. CONJUNTO SEÑORIO DE ALOHA DEVELOPER: ROOF RE-WATERPROOFING AND STRUCTURAL REINFORCEMENT OF 29600 - MARBELLA
Page 3
SITE LOCATION CADASTRAL PARCEL AND GIRALDA BUILDING (A2_e:1/1.000) N 02 Conjunto Señorío de Aloha, Av. Manolete, C/Las Adelfas, Marbella, CP 29660 (Málaga) DEVELOPER/S: C.P. CONJUNTO SEÑORÍO DE ALOHA Registered Architect C.O.A. Málaga 1.467 / Registered Architect C.O.A. Sevilla 7038 C/ Amistad No. 29, Edificio Cortesol, Locales 9-10, San Pedro de Alcántara (MÁLAGA) Tel. 952 927 423 Francisco M. López Chacón / José M. Domínguez García Basic Execution Project for roof re-waterproofing in common areas and structural repair of Giralda building garage DECEMBER 2025 of 10 GIRALDA BUILDING 0 10 20 5 30 40 50 80 Pag. 3 of 11 STATUTORY INSPECTION 19/12/2025 - File No. 2025/004653/001 COLEGIO OFICIAL DE ARQUITECTOS DE MÁLAGA This inspection certifies expressly the following circumstances: The identity and professional qualification of the architect author of the work and the formal integrity and documentary correctness according to applicable regulations. LOPEZ CHACON, FRANCISCO MANUEL DOMINGUEZ GARCIA, JOSE MANUEL ARCH.: C.P.P. CONJUNTO SEÑORIO DE ALOHA DEVELOPER: ROOF RE-WATERPROOFING AND STRUCTURAL REINFORCEMENT OF 29600 - MARBELLA
Page 4
53.00 52.94 52.94 52.97 52.90 53.12 53.12 52.87 52.91 53.03 52.85 52.92 53.03 52.87 53.10 53.03 52.92 52.86 52.92 53.03 52.87 52.91 53.04 53.10 52.88 52.93 53.03 52.89 52.93 53.03 52.87 53.11 52.94 53.05 52.90 52.91 53.06 52.91 52.93 53.06 53.12 52.92 52.93 53.07 53.14 52.98 52.97 52.96 52.97 52.99 52.99 52.98 53.00 53.18 53.17 53.04 53.08 53.21 53.26 53.31 53.37 53.34 53.35 53.37 53.40 53.33 53.21 53.33 53.10 53.04 53.21 53.10 53.20 53.09 53.05 53.08 53.13 53.08 53.08 53.10 53.10 53.07 53.01 53.11 53.14 53.08 53.14 53.10 53.15 53.12 53.09 53.12 53.12 53.06 53.05 53.09 53.07 53.11 53.00 53.00 53.00 53.06 53.08 53.13 53.16 53.12 52.92 52.94 52.92 52.91 52.89 52.89 52.92 52.92 52.90 52.90 52.90 52.90 52.90 52.89 52.90 52.91 52.91 52.91 52.92 52.94 52.95 52.95 52.90 52.91 52.92 52.93 52.93 52.92 52.93 52.93 52.93 51.79 52.92 53.11 53.21 53.14 53.14 53.03 52.99 53.13 52.99 53.15 52.99 52.98 53.13 52.97 52.98 53.12 53.11 52.99 52.95 52.94 53.10 53.08 52.92 52.91 53.10 53.08 53.15 53.22 53.22 53.23 53.23 53.24 53.30 53.29 53.22 53.30 53.30 53.22 53.20 53.26 53.26 53.27 53.27 53.26 53.22 53.21 53.21 53.15 53.15 53.12 52.90 52.42 51.94 51.45 51.12 50.94 50.96 51.78 52.91 53.25 53.25 53.07 53.26 54.00 54.19 54.36 54.89 55.09 55.28 55.27 55.19 55.21 54.79 54.09 53.49 53.14 51.40 51.69 51.96 52.39 52.88 53.26 53.52 54.41 54.91 55.30 52.88 52.88 52.89 52.37 52.36 51.86 51.69 51.69 51.35 50.83 50.85 50.65 50.67 50.67 50.37 49.89 49.74 49.74 49.73 48.95 48.95 48.95 48.94 48.90 48.89 48.89 48.90 48.89 48.89 48.89 48.90 48.90 48.89 48.90 48.91 48.93 48.94 49.74 50.67 51.72 52.40 52.91 54.40 54.69 54.25 54.16 53.90 53.77 53.17 53.27 53.28 52.30 52.32 52.53 52.53 51.55 50.51 50.24 50.27 50.86 49.45 49.22 49.16 48.94 49.23 49.21 48.88 48.92 48.92 48.92 48.91 48.92 48.91 48.91 48.91 48.93 48.93 49.50 49.49 49.49 48.91 48.92 49.49 49.92 50.06 50.07 49.50 49.49 49.48 48.91 48.90 49.49 49.50 48.91 48.89 48.90 48.90 48.91 48.91 48.90 48.91 48.92 48.94 48.94 48.93 48.91 48.91 48.91 48.92 48.92 48.91 49.54 49.53 49.54 48.89 48.91 48.91 48.91 48.91 48.91 48.89 48.89 48.89 48.90 48.91 48.92 49.53 49.53 49.54 48.89 48.91 48.88 48.87 48.90 48.89 49.50 49.49 48.89 48.95 48.90 48.89 48.89 48.89 48.90 48.90 48.85 48.86 48.86 48.86 48.84 48.85 48.86 48.87 48.85 48.86 48.85 48.85 48.85 48.85 48.87 48.86 48.85 48.85 48.86 48.87 48.88 48.86 48.87 48.86 48.86 48.87 48.87 48.87 48.86 48.87 48.87 48.85 48.86 48.86 48.87 48.88 48.88 48.90 48.70 48.47 48.50 48.51 48.52 48.89 48.89 48.89 48.89 48.89 48.88 48.88 48.87 48.90 48.91 48.93 48.94 48.93 48.97 49.00 49.00 49.63 49.95 49.96 50.94 50.94 50.93 50.94 50.93 48.95 48.93 48.89 48.87 48.86 48.88 48.86 48.84 48.84 48.84 48.83 48.79 48.83 48.83 48.81 48.80 46.89 46.89 46.73 46.58 46.11 46.10 47.38 47.87 47.88 48.05 48.38 50.70 51.44 51.40 51.14 50.94 50.70 50.36 50.19 50.39 51.08 52.21 52.72 Lamp Lamp Lamp Lamp Lamp Lamp Lamp Grid Grid Grid Grid Grid Grid Grid Grid Grid Grid Grid Grid Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch. Arch. Arch. San. San. Garden (Lawn) Garden (Lawn) Garden (Lawn) Garden Garden Garden Garden Garden Garden Garden Garden Path Path Path Path Path Paved Paved Paved Paved Paved Paved Wall (Inner face) Wall (Inner face) Wall (Inner face) Wall (Inner face) Metal fence Boundary Paved Boundary Paved Boundary Paved Boundary Paved Boundary Paved Ramp Ramp Paved Ramp Ramp Ramp Paved Garden Garden 48.88 48.90 48.89 48.90 48.88 48.89 48.87 48.88 48.88 48.84 48.82 48.90 48.94 48.99 48.99 49.83 50.00 50.00 50.34 50.98 50.97 50.98 51.00 50.99 51.47 51.98 51.97 52.13 52.90 52.92 52.94 50.98 48.97 48.92 48.90 48.88 48.80 52.45 52.92 52.92 52.93 52.93 53.11 53.13 52.92 52.92 52.92 52.99 52.93 53.12 52.89 52.88 53.01 53.05 53.10 53.12 52.88 53.22 53.16 53.16 53.20 53.21 53.49 54.03 54.21 54.22 54.76 55.13 54.72 55.12 52.92 52.88 52.89 52.88 52.91 52.90 53.10 Paved Ramp Garage entrance Lamp Lamp Arch. Arch.Light. Arch. Arch. San. San. Grid Paved Garden Garden Garden Wall (Inner face) Garden (Lawn) Path Entrance GIRALDA BUILDING BOUNDARY TOPOGRAPHIC SURVEY GIRALDA BUILDING (A1_e:1/150) Conjunto Señorío de Aloha, Av. Manolete, C/Las Adelfas, Marbella, CP 29660 (Málaga) DEVELOPER/S: C.P. CONJUNTO SEÑORÍO DE ALOHA Registered Architect C.O.A. Málaga 1.467 / Registered Architect C.O.A. Sevilla 7038 C/ Amistad No. 29, Edificio Cortesol, Locales 9-10, San Pedro de Alcántara (MÁLAGA) Tel. 952 927 423 Francisco M. López Chacón / José M. Domínguez García Basic Execution Project for roof re-waterproofing in common areas and structural repair of Giralda building garage DECEMBER 2025 of 10 0 1 2 3 4 5 10 N 03 GIRALDA BUILDING 6 Pag. 4 of 11 STATUTORY INSPECTION 19/12/2025 - File No. 2025/004653/001 COLEGIO OFICIAL DE ARQUITECTOS DE MÁLAGA This inspection certifies expressly the following circumstances: The identity and professional qualification of the architect author of the work and the formal integrity and documentary correctness according to applicable regulations. LOPEZ CHACON, FRANCISCO MANUEL DOMINGUEZ GARCIA, JOSE MANUEL ARCH.: C.P.P. CONJUNTO SEÑORIO DE ALOHA DEVELOPER: ROOF RE-WATERPROOFING AND STRUCTURAL REINFORCEMENT OF 29600 - MARBELLA
Page 5
NOTE 1.- The representation of parking spaces is based on existing road markings, alignments of structural elements, and other information provided by the property owner, and may not correspond to the cadastral records. LEGEND - PATHOLOGIES SEEPAGE: SEEPAGE AROUND DRAIN SEEPAGE AROUND SHUNT GENERAL SEEPAGE STRUCTURAL DAMAGE: DAMAGE AT STRUCTURAL JOINT DAMAGE ON UNDERSIDE OF SLAB DAMAGE TO FLOOR DAMAGE TO PILLARS, WALLS AND LINTELS LEGEND - PROPOSED WORK SEEPAGE: Flat roof junction with drain according to specifications in Measurements Section Vertical wall junction according to specifications in Measurements Section. These shall be remedied by complete replacement of the flat roof according to specifications in Measurements Section. STRUCTURAL DAMAGE: The works shall follow the following process: - CHIPPING: Preparation of structural concrete surface for subsequent application of repair and protective products. - BRUSHING: Preparation of reinforcement surface for subsequent application of repair and protective products. - REPAIR: Manual application of fluid mortar, polymer-modified, Geolite Magma “KERAKOLL”, based on Geolegante “KERAKOLL”, class R4, in a layer of 40 mm average thickness. WATERPROOFING: Non-trafficked flat roof, not ventilated, intensive planted. Waterproofing with asphalt membranes, two-layer type. Trafficked flat roof, not ventilated, with fixed paving, for public pedestrian traffic. Waterproofing with asphalt membranes, two-layer type. MASONRY WORKS: A1 Raising of curb edge A5 Removal of large trees A2 Roof removal A6 New curb wall 1 foot height A3 Portal ramp access slope 10% A4 Slab drilling for new drain Arch. Arch. Arch. Grid Arch. Arch. Grid Arch. Arch. Grid San. San. Grid Portal ceiling height Slab +2.39 Portal ceiling height Slab +2.39 Portal ceiling height Slab +2.39 Portal Portal Garage entrance Cancelled grid Cancelled grid A1 A1 A1 A2 A2 A5 A5 A5 A5 A5 A1 A1 A1 A5 A2 Grid Garden (Lawn) Grid Grid Arch.Light. Garden (Lawn) Entrance Arch. Arch. Grid Paved Arch. Arch. Arch. Wall (Inner face) Wall (Inner face) Wall (Inner face) Wall (Inner face) San. Boundary Paved Lamp Arch.Light. Garden Garden Path Paved GIRALDA BUILDING. PATHOLOGIES AND WORK PROPOSALS GROUND FLOOR-GARAGE. (A1_e:1/150) Conjunto Señorío de Aloha, Av. Manolete, C/Las Adelfas, Marbella, CP 29660 (Málaga) DEVELOPER/S: C.P. CONJUNTO SEÑORÍO DE ALOHA Registered Architect C.O.A. Málaga 1.467 / Registered Architect C.O.A. Sevilla 7038 C/ Amistad No. 29, Edificio Cortesol, Locales 9-10, San Pedro de Alcántara (MÁLAGA) Tel. 952 927 423 Francisco M. López Chacón / José M. Domínguez García Basic Execution Project for roof re-waterproofing in common areas and structural repair of Giralda building garage DECEMBER 2025 of 10 N GIRALDA BUILDING GROUND FLOOR GARAGE WORK BOUNDARY IN GROUND FLOOR-GARAGE WORK BOUNDARY IN GROUND FLOOR-GARAGE 0 1 2 3 4 5 10 6 Pag. 5 of 11 STATUTORY INSPECTION 19/12/2025 - File No. 2025/004653/001 COLEGIO OFICIAL DE ARQUITECTOS DE MÁLAGA This inspection certifies expressly the following circumstances: The identity and professional qualification of the architect author of the work and the formal integrity and documentary correctness according to applicable regulations. LOPEZ CHACON, FRANCISCO MANUEL DOMINGUEZ GARCIA, JOSE MANUEL ARCH.: C.P.P. CONJUNTO SEÑORIO DE ALOHA DEVELOPER: ROOF RE-WATERPROOFING AND STRUCTURAL REINFORCEMENT OF 29600 - MARBELLA
Page 6
Lamp Lamp Lamp Lamp Lamp Lamp Lamp Grid Grid Grid Grid Grid Grid Grid Grid Grid Grid Grid Grid Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch. Arch. Arch. San. San. Garden (Lawn) Garden (Lawn) Garden (Lawn) Paved Paved Paved Boundary Paved Boundary Paved Boundary Paved Ramp Ramp Paved Ramp Ramp Ramp Paved Garden Cancelled grid Lamp Grid Arch.Light. Arch.Light. San. Path Lamp Lamp San. San. A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A3 A3 A3 A3 A3 Cancelled grid A4 A4 A4 A6 A6 A6 A6 A6 A6 Wall (Inner face) Wall (Inner face) Wall (Inner face) Wall (Inner face) Wall (Inner face) 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% Entrance Ramp Garage entrance Entrance Garden (Lawn) 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% Arch. Arch.Light. Paved Garden Garden (Lawn) Arch. Grid Garden Arch. Boundary Paved Paved Arch. Arch. Arch. Cancelled grid Cancelled grid 1-2% Lamp Arch.Light. Garden Garden Path Paved 1-2% NOTE 1.- The representation of parking spaces is based on existing road markings, alignments of structural elements, and other information provided by the property owner, and may not correspond to the cadastral records. LEGEND - PATHOLOGIES SEEPAGE: SEEPAGE AROUND DRAIN SEEPAGE AROUND SHUNT GENERAL SEEPAGE STRUCTURAL DAMAGE: DAMAGE AT STRUCTURAL JOINT DAMAGE ON UNDERSIDE OF SLAB DAMAGE TO FLOOR DAMAGE TO PILLARS, WALLS AND LINTELS LEGEND - PROPOSED WORK SEEPAGE: Flat roof junction with drain according to specifications in Measurements Section Vertical wall junction according to specifications in Measurements Section. These shall be remedied by complete replacement of the flat roof according to specifications in Measurements Section. STRUCTURAL DAMAGE: The works shall follow the following process: - CHIPPING: Preparation of structural concrete surface for subsequent application of repair and protective products. - BRUSHING: Preparation of reinforcement surface for subsequent application of repair and protective products. - REPAIR: Manual application of fluid mortar, polymer-modified, Geolite Magma “KERAKOLL”, based on Geolegante “KERAKOLL”, class R4, in a layer of 40 mm average thickness. WATERPROOFING: Non-trafficked flat roof, not ventilated, intensive planted. Waterproofing with asphalt membranes, two-layer type. Trafficked flat roof, not ventilated, with fixed paving, for public pedestrian traffic. Waterproofing with asphalt membranes, two-layer type. MASONRY WORKS: A1 Raising of curb edge A5 Removal of large trees A2 Roof removal A6 New curb wall 1 foot height A3 Portal ramp access slope 10% A4 Slab drilling for new drain Conjunto Señorío de Aloha, Av. Manolete, C/Las Adelfas, Marbella, CP 29660 (Málaga) DEVELOPER/S: C.P. CONJUNTO SEÑORÍO DE ALOHA Registered Architect C.O.A. Málaga 1.467 / Registered Architect C.O.A. Sevilla 7038 C/ Amistad No. 29, Edificio Cortesol, Locales 9-10, San Pedro de Alcántara (MÁLAGA) Tel. 952 927 423 Francisco M. López Chacón / José M. Domínguez García Basic Execution Project for roof re-waterproofing in common areas and structural repair of Giralda building garage DECEMBER 2025 of 10 GIRALDA BUILDING. PATHOLOGIES AND WORK PROPOSALS. CURRENT STATE. FIRST FLOOR-ACCESS AREAS. (A1_e:1/150) N 05 FIRST FLOOR - ACCESS TO BLOCK WORK BOUNDARY IN FIRST FLOOR-ACCESS TO BLOCK WORK BOUNDARY IN FIRST FLOOR ACCESS TO BLOCK 0 1 2 3 4 5 10 6 GIRALDA BUILDING BOUNDARY Pag. 6 of 11 STATUTORY INSPECTION 19/12/2025 - File No. 2025/004653/001 COLEGIO OFICIAL DE ARQUITECTOS DE MÁLAGA This inspection certifies expressly the following circumstances: The identity and professional qualification of the architect author of the work and the formal integrity and documentary correctness according to applicable regulations. LOPEZ CHACON, FRANCISCO MANUEL DOMINGUEZ GARCIA, JOSE MANUEL ARCH.: C.P.P. CONJUNTO SEÑORIO DE ALOHA DEVELOPER: ROOF RE-WATERPROOFING AND STRUCTURAL REINFORCEMENT OF 29600 - MARBELLA
Page 7
Lamp Lamp Lamp Lamp Lamp Lamp Lamp Grid Grid Grid Grid Grid Grid Grid Grid Grid Grid Grid Grid Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch. Arch. Arch. San. San. Garden (Lawn) Garden (Lawn) Garden (Lawn) Paved Paved Paved Boundary Paved Boundary Paved Boundary Paved Ramp Ramp Paved Ramp Ramp Ramp Paved Garden Cancelled grid Lamp Grid Arch.Light. Arch.Light. San. Path Lamp Lamp San. San. A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A4 A3 A3 A3 A3 A3 Cancelled grid A4 A4 A4 A6 A6 A6 A6 A6 A6 Wall (Inner face) Wall (Inner face) Wall (Inner face) Wall (Inner face) Wall (Inner face) 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% Entrance Ramp Garage entrance Entrance Garden (Lawn) 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-2% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% 1-5% Arch. Arch.Light. Paved Garden Garden (Lawn) Arch. Grid Garden Arch. Boundary Paved Paved Arch. Arch. Arch. Cancelled grid Cancelled grid 1-2% Lamp Arch.Light. Garden Garden Path Paved 1-2% NOTE 1.- The representation of parking spaces is based on existing road markings, alignments of structural elements, and other information provided by the property owner, and may not correspond to the cadastral records. LEGEND - PATHOLOGIES SEEPAGE: SEEPAGE AROUND DRAIN SEEPAGE AROUND SHUNT GENERAL SEEPAGE STRUCTURAL DAMAGE: DAMAGE AT STRUCTURAL JOINT DAMAGE ON UNDERSIDE OF SLAB DAMAGE TO FLOOR DAMAGE TO PILLARS, WALLS AND LINTELS LEGEND - PROPOSED WORK SEEPAGE: Flat roof junction with drain according to specifications in Measurements Section Vertical wall junction according to specifications in Measurements Section. These shall be remedied by complete replacement of the flat roof according to specifications in Measurements Section. STRUCTURAL DAMAGE: The works shall follow the following process: - CHIPPING: Preparation of structural concrete surface for subsequent application of repair and protective products. - BRUSHING: Preparation of reinforcement surface for subsequent application of repair and protective products. - REPAIR: Manual application of fluid mortar, polymer-modified, Geolite Magma “KERAKOLL”, based on Geolegante “KERAKOLL”, class R4, in a layer of 40 mm average thickness. WATERPROOFING: Non-trafficked flat roof, not ventilated, intensive planted. Waterproofing with asphalt membranes, two-layer type. Trafficked flat roof, not ventilated, with fixed paving, for public pedestrian traffic. Waterproofing with asphalt membranes, two-layer type. MASONRY WORKS: A1 Raising of curb edge A5 Removal of large trees A2 Roof removal A6 New curb wall 1 foot height A3 Portal ramp access slope 10% A4 Slab drilling for new drain Conjunto Señorío de Aloha, Av. Manolete, C/Las Adelfas, Marbella, CP 29660 (Málaga) DEVELOPER/S: C.P. CONJUNTO SEÑORÍO DE ALOHA Registered Architect C.O.A. Málaga 1.467 / Registered Architect C.O.A. Sevilla 7038 C/ Amistad No. 29, Edificio Cortesol, Locales 9-10, San Pedro de Alcántara (MÁLAGA) Tel. 952 927 423 Francisco M. López Chacón / José M. Domínguez García Basic Execution Project for roof re-waterproofing in common areas and structural repair of Giralda building garage DECEMBER 2025 of 10 GIRALDA BUILDING. PATHOLOGIES AND WORK PROPOSALS. PROPOSED STATE. FIRST FLOOR-ACCESS AREAS. (A1_e:1/150) N 06 0 1 2 3 4 5 10 6 FIRST FLOOR - ACCESS TO BLOCK GIRALDA BUILDING BOUNDARY WORK BOUNDARY IN FIRST FLOOR-ACCESS TO BLOCK WORK BOUNDARY IN FIRST FLOOR ACCESS TO BLOCK Pag. 7 of 11 STATUTORY INSPECTION 19/12/2025 - File No. 2025/004653/001 COLEGIO OFICIAL DE ARQUITECTOS DE MÁLAGA This inspection certifies expressly the following circumstances: The identity and professional qualification of the architect author of the work and the formal integrity and documentary correctness according to applicable regulations. LOPEZ CHACON, FRANCISCO MANUEL DOMINGUEZ GARCIA, JOSE MANUEL ARCH.: C.P.P. CONJUNTO SEÑORIO DE ALOHA DEVELOPER: ROOF RE-WATERPROOFING AND STRUCTURAL REINFORCEMENT OF 29600 - MARBELLA
Page 8
Arch. Arch. Arch. Grid Arch. Arch. Grid Arch. Arch. Grid San. San. Grid Portal ceiling height Slab +2.39 Portal ceiling height Slab +2.39 Portal ceiling height Slab +2.39 Portal Portal Garage entrance 1HEB140 1HEB140 2HEB140 2HEB240 2HEB240 2HEB240 2HEB240 2HEB240 2HEB240 2HEB240 2HEB240 2HEB240 2HEB240 2HEB240 2HEB140 2HEB140 2HEB140 2HEB140 2HEB140 1HEB140 1HEB140 2HEB140 2HEB140 2HEB140 2HEB140 2HEB140 Arch. Grid Grid Arch. Arch. Grid 1HEB140 Arch. Arch. Arch. Arch. NOTE 1.- The representation of parking spaces is based on existing road markings, alignments of structural elements, and other information provided by the property owner, and may not correspond to the cadastral records. LEGEND - PROPOSED WORK STRUCTURAL REINFORCEMENTS: Reinforcement of reinforced concrete beam or joist using S275JR steel profile, hot-rolled. Reinforcement of reinforced concrete column 30x60cm or 30x30cm with S275JR steel profiles, hot-rolled. EXISTING STRUCTURE EXISTING SLAB (Slab according to previous project plans, dimensions unknown) GROUND FLOOR-GARAGE FIRST FLOOR-ACCESS AREAS SECTION COLUMN 1-1´ scale:1/10 L PROFILE 90X90X8 ELEVATION REINFORCED CONCRETE COLUMN CLIPS 250X100X8 (Maximum distance between clip axes <35cm) CLIPS 250X100X8 (Maximum distance between clips <35cm) .35 CLIPS 250X100X8 (Maximum distance between clips <35cm) CLIPS 250X100X8 (Maximum distance between clips <35cm) L PROFILE 90X90X8 L PROFILE 90X90X8 CLIPS 250X100X8 (Maximum distance between clips <35cm) 1 1´ per plan STEEL CONDITIONS 1.- TYPE OF STEEL: For profiles and plates: Rolled steel S275 2.- MECHANICAL CHARACTERISTICS: Yield strength: 275 N/mm2 Ultimate tensile strength: 410 N/mm2 CLIPS 250X100X8 (Maximum distance between clips <35cm) 2 2´ ANCHOR BOLT 2Ø12 L PROFILE 90X90X8 L PROFILE 90X90X8 ANCHOR BOLT 2Ø12 L PROFILE 90X90X8 SECTION COLUMN 2-2´ scale:1/10 L PROFILE 90X90X8 CLIPS 250X100X8 (Maximum distance between clips <35cm) CLIPS 250X100X8 (Maximum distance between clips <35cm) L PROFILE 90X90X8 L PROFILE 90X90X8 CLIPS 250X100X8 (Maximum distance between clips <35cm) CLIPS 250X100X8 (Maximum distance between clips <35cm) ANCHOR BOLT 2Ø12 Anchored with epoxy resin welded to L profiles at head EXISTING STRUCTURE EXISTING SLAB (Slab according to previous project plans, dimensions unknown) GROUND FLOOR-GARAGE FIRST FLOOR-ACCESS AREAS SECTION COLUMN 3-3´ scale:1/10 ELEVATION REINFORCED CONCRETE CIRCULAR COLUMN CURVED CLIPS 250X100X8 (Maximum distance between clip axes <35cm) CURVED CLIPS 250X100X8 (Maximum distance between clip axes <35cm) .35 CLIPS 250X100X8 (Maximum distance between clips <35cm) FLAT BAR 90X8 3 3´ per plan STEEL CONDITIONS 1.- TYPE OF STEEL: For profiles and plates: Rolled steel S275 2.- MECHANICAL CHARACTERISTICS: Yield strength: 275 N/mm2 Ultimate tensile strength: 410 N/mm2 4 4´ ANCHOR BOLT 2Ø12 CURVED L PROFILE 90X90X8 CURVED L PROFILE 90X90X8 ANCHOR BOLT 2Ø12 CURVED L PROFILE 90X90X8 SECTION COLUMN 4-4´ scale:1/10 FLAT BAR 90X8 CLIPS 250X100X8 (Maximum distance between clips <35cm) CLIPS 250X100X8 (Maximum distance between clips <35cm) FLAT BAR 90X8 FLAT BAR 90X8 CLIPS 250X100X8 (Maximum distance between clips <35cm) CURVED L PROFILE 90X90X8 ANCHOR BOLT 1Ø12 Anchored with epoxy resin welded to L profiles at head Conjunto Señorío de Aloha, Av. Manolete, C/Las Adelfas, Marbella, CP 29660 (Málaga) DEVELOPER/S: C.P. CONJUNTO SEÑORÍO DE ALOHA Registered Architect C.O.A. Málaga 1.467 / Registered Architect C.O.A. Sevilla 7038 C/ Amistad No. 29, Edificio Cortesol, Locales 9-10, San Pedro de Alcántara (MÁLAGA) Tel. 952 927 423 Francisco M. López Chacón / José M. Domínguez García Basic Execution Project for roof re-waterproofing in common areas and structural repair of Giralda building garage DECEMBER 2025 of 10 GIRALDA BUILDING. STRUCTURAL REINFORCEMENT GROUND FLOOR-GARAGE. (A1_e:1/150) N 07 0 1 2 3 4 5 10 6 GROUND FLOOR GARAGE GIRALDA BUILDING BOUNDARY WORK BOUNDARY IN GROUND FLOOR-GARAGE WORK BOUNDARY IN GROUND FLOOR-GARAGE Pag. 8 of 11 STATUTORY INSPECTION 19/12/2025 - File No. 2025/004653/001 COLEGIO OFICIAL DE ARQUITECTOS DE MÁLAGA This inspection certifies expressly the following circumstances: The identity and professional qualification of the architect author of the work and the formal integrity and documentary correctness according to applicable regulations. LOPEZ CHACON, FRANCISCO MANUEL DOMINGUEZ GARCIA, JOSE MANUEL ARCH.: C.P.P. CONJUNTO SEÑORIO DE ALOHA DEVELOPER: ROOF RE-WATERPROOFING AND STRUCTURAL REINFORCEMENT OF 29600 - MARBELLA
Page 9
Arch. Arch. Arch. Grid Arch. Arch. Grid Arch. Arch. Grid San. San. Grid Portal ceiling height Slab +2.39 Portal ceiling height Slab +2.39 Portal ceiling height Slab +2.39 Portal Portal Garage entrance Ø110 Ø110 Ø110 Ø110 Ø110 Ø110 Ø110 Ø110 Ø110 Ø110 Ø110 Arch. Grid Grid Arch. Arch. Grid Ø110 Ø110 Ø110 Arch. Arch. Arch. Arch. LEGEND - DRAINAGE PROPOSAL Existing siphonic drain in ground floor Projection of existing siphonic drain in basement ceiling Existing PVC downpipe Existing suspended collector horizontal network above basement ceiling, PVC pipe, series B New suspended collector horizontal network above basement ceiling PVC pipe, series B Slope formation; roof ridge and valley New siphonic drain vertical outlet NOTE 1.- Drainage/evacuation proposal for the outdoor spaces subject to this work. 2.- See general specifications in Appendix 2.3. Measurements. Conjunto Señorío de Aloha, Av. Manolete, C/Las Adelfas, Marbella, CP 29660 (Málaga) DEVELOPER/S: C.P. CONJUNTO SEÑORÍO DE ALOHA Registered Architect C.O.A. Málaga 1.467 / Registered Architect C.O.A. Sevilla 7038 C/ Amistad No. 29, Edificio Cortesol, Locales 9-10, San Pedro de Alcántara (MÁLAGA) Tel. 952 927 423 Francisco M. López Chacón / José M. Domínguez García Basic Execution Project for roof re-waterproofing in common areas and structural repair of Giralda building garage DECEMBER 2025 of 10 GIRALDA BUILDING. DRAINAGE GROUND FLOOR-GARAGE. (A1_e:1/150) N 08 GROUND FLOOR GARAGE 0 1 2 3 4 5 10 6 GIRALDA BUILDING BOUNDARY WORK BOUNDARY IN GROUND FLOOR-GARAGE WORK BOUNDARY IN GROUND FLOOR-GARAGE Pag. 9 of 11 STATUTORY INSPECTION 19/12/2025 - File No. 2025/004653/001 COLEGIO OFICIAL DE ARQUITECTOS DE MÁLAGA This inspection certifies expressly the following circumstances: The identity and professional qualification of the architect author of the work and the formal integrity and documentary correctness according to applicable regulations. LOPEZ CHACON, FRANCISCO MANUEL DOMINGUEZ GARCIA, JOSE MANUEL ARCH.: C.P.P. CONJUNTO SEÑORIO DE ALOHA DEVELOPER: ROOF RE-WATERPROOFING AND STRUCTURAL REINFORCEMENT OF 29600 - MARBELLA
Page 10
Lamp Lamp Lamp Lamp Lamp Lamp Lamp Grid Grid Grid Grid Grid Grid Grid Grid Grid Grid Grid Grid Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch.Light. Arch. Arch. Arch. San. San. Garden (Lawn) Garden (Lawn) Garden (Lawn) Paved Paved Paved Boundary Paved Boundary Paved Boundary Paved Ramp Ramp Paved Ramp Ramp Ramp Paved Garden Cancelled grid Lamp Grid Arch.Light. Arch.Light. San. Path Lamp Lamp San. San. Wall (Inner face) Wall (Inner face) Wall (Inner face) Wall (Inner face) Wall (Inner face) Entrance Ramp Garage entrance Entrance Garden (Lawn) Arch. Arch.Light. Paved Garden Garden (Lawn) Arch. Grid Garden Arch. Boundary Paved Paved Arch. Arch. Arch. Cancelled grid Lamp Arch.Light. Garden Garden Path Paved LEGEND - DRAINAGE PROPOSAL Existing siphonic drain in ground floor Projection of existing siphonic drain in basement ceiling Existing PVC downpipe Existing suspended collector horizontal network above basement ceiling, PVC pipe, series B New suspended collector horizontal network above basement ceiling PVC pipe, series B Slope formation; roof ridge and valley New siphonic drain vertical outlet NOTE 1.- Drainage/evacuation proposal for the outdoor spaces subject to this work. 2.- See general specifications in Appendix 2.3. Measurements. GIRALDA BUILDING. DRAINAGE FIRST FLOOR - ACCESS TO BLOCK. (A1_e:1/150) Conjunto Señorío de Aloha, Av. Manolete, C/Las Adelfas, Marbella, CP 29660 (Málaga) DEVELOPER/S: C.P. CONJUNTO SEÑORÍO DE ALOHA Registered Architect C.O.A. Málaga 1.467 / Registered Architect C.O.A. Sevilla 7038 C/ Amistad No. 29, Edificio Cortesol, Locales 9-10, San Pedro de Alcántara (MÁLAGA) Tel. 952 927 423 Francisco M. López Chacón / José M. Domínguez García Basic Execution Project for roof re-waterproofing in common areas and structural repair of Giralda building garage DECEMBER 2025 of 10 N 09 0 1 2 3 4 5 10 6 FIRST FLOOR - ACCESS TO BLOCK GIRALDA BUILDING BOUNDARY WORK BOUNDARY IN FIRST FLOOR-ACCESS TO BLOCK WORK BOUNDARY IN FIRST FLOOR ACCESS TO BLOCK Pag. 10 of 11 STATUTORY INSPECTION 19/12/2025 - File No. 2025/004653/001 COLEGIO OFICIAL DE ARQUITECTOS DE MÁLAGA This inspection certifies expressly the following circumstances: The identity and professional qualification of the architect author of the work and the formal integrity and documentary correctness according to applicable regulations. LOPEZ CHACON, FRANCISCO MANUEL DOMINGUEZ GARCIA, JOSE MANUEL ARCH.: C.P.P. CONJUNTO SEÑORIO DE ALOHA DEVELOPER: ROOF RE-WATERPROOFING AND STRUCTURAL REINFORCEMENT OF 29600 - MARBELLA
Page 11
1%-2% 4.30 1.95 GROUND FLOOR - GARAGE FIRST FLOOR - ACCESS TO BLOCK 1.00 0.30 0.20 0.27 GRAVEL SEPARATOR BOX EPDM OUTLET BASIN RESISTANT SUPPORT SLOPE FORMATION EMUFAL PRIMER EDGE PROFILE FINISHING STRIP: MORTERPLAS GARDEN MIN COLLECTOR Ø110 50 cm GRAVEL + TEXXAM 1500 SEPARATOR LAYER WALL 1 FOOT FLP 24X12X7cm POLYMER CONCRETE COPING POLISHED SURFACE SLOPE ANGLE 10° MATTE PORCELAIN STONEWARE 40x40 VEGETATION SUBSTRATE WATERPROOFING MEMBRANE: MORTERPLAS FV 4KG + MORTERPLAS FP 4 KG GARDEN SEPARATOR LAYER: TEXXAM 1500 4cm CEMENT MORTAR LEVELLING LAYER NON-WOVEN GEOTEXTILE TWO-LAYER WATERPROOFING: MORTERPLAS FV 4KG + MORTERPLAS FP 4 KG 2cm CEMENT MORTAR LEVELLING LAYER GROUND FLOOR - GARAGE FIRST FLOOR - ACCESS TO BLOCK VEGETATION SUBSTRATE WATERPROOFING MEMBRANE: MORTERPLAS FV 4KG + MORTERPLAS FP 4 KG GARDEN SEPARATOR LAYER: TEXXAM 1500 WALL 1 FOOT FLP 24X12X7cm POLYMER CONCRETE COPING POLISHED SURFACE SLOPE ANGLE 10° WHITE LACQUERED ALUMINUM FLASHING WITH DRIP EDGE. ANCHORED AT ONE SIDE EDGE PROFILE PERIMETER JOINT RIGID EXPANDED POLYSTYRENE PANEL (20mm) >21 cm >21 cm RESISTANT SUPPORT SLOPE FORMATION EMUFAL PRIMER WATERPROOFING MEMBRANE: MORTERPLAS FV 4KG + MORTERPLAS FP 4KG GARDEN SEPARATOR LAYER: TEXXAM 1500 VEGETATION SUBSTRATE JOINT COVER: MORTERPLAS JOINT JOINFAL REINFORCEMENT TAPE: MORTERPLAS SBS 3KG BAND 33 SEPARATOR LAYER: ROOFTEX 300 RESISTANT SUPPORT SLOPE FORMATION EMUFAL PRIMER VEGETATION SUBSTRATE EDGE PROFILE FINISHING STRIP: MORTERPLAS GARDEN MIN 50 cm GRAVEL + TEXXAM 1500 SEPARATOR LAYER REINFORCEMENT TAPE: MORTERPLAS SBS FP 3KG BAND 33 SEPARATOR LAYER: TEXXAM 1500 WATERPROOFING MEMBRANE: MORTERPLAS FV 4KG + MORTERPLAS FP 4KG GARDEN SEPARATOR LAYER: ROOFTEX 300 >21 cm GRAVEL SEPARATOR BOX EPDM OUTLET BASIN RESISTANT SUPPORT SLOPE FORMATION EMUFAL PRIMER VEGETATION SUBSTRATE WATERPROOFING MEMBRANE: MORTERPLAS FV 4KG + MORTERPLAS FP 4 KG GARDEN SEPARATOR LAYER: TEXXAM 1500 GRAVEL TRAP BOX SEPARATOR LAYER: ROOFTEX 300 REINFORCEMENT TAPE: MORTERPLAS FP 3KG PERIMETER JOINT RIGID EXPANDED POLYSTYRENE PANEL (20mm) INVERTED GREEN ROOF DRAINAGE DETAIL scale:1/10 INVERTED GREEN ROOF STRUCTURAL JOINT DETAIL scale:1/10 INVERTED GREEN ROOF WALL CONNECTION DETAIL scale:1/10 ROOF GENERAL CONSTRUCTION DETAIL scale:1/20 CONSTRUCTION DETAILS (A2_e:VARIOUS) 10 Conjunto Señorío de Aloha, Av. Manolete, C/Las Adelfas, Marbella, CP 29660 (Málaga) DEVELOPER/S: C.P. CONJUNTO SEÑORÍO DE ALOHA Registered Architect C.O.A. Málaga 1.467 / Registered Architect C.O.A. Sevilla 7038 C/ Amistad No. 29, Edificio Cortesol, Locales 9-10, San Pedro de Alcántara (MÁLAGA) Tel. 952 927 423 Francisco M. López Chacón / José M. Domínguez García Basic Execution Project for roof re-waterproofing in common areas and structural repair of Giralda building garage DECEMBER 2025 of 10 ROOF EXPANSION JOINT CONSTRUCTION DETAIL scale:1/20 Pag. 11 of 11 STATUTORY INSPECTION 19/12/2025 - File No. 2025/004653/001 COLEGIO OFICIAL DE ARQUITECTOS DE MÁLAGA This inspection certifies expressly the following circumstances: The identity and professional qualification of the architect author of the work and the formal integrity and documentary correctness according to applicable regulations. LOPEZ CHACON, FRANCISCO MANUEL DOMINGUEZ GARCIA, JOSE MANUEL ARCH.: C.P.P. CONJUNTO SEÑORIO DE ALOHA DEVELOPER: ROOF RE-WATERPROOFING AND STRUCTURAL REINFORCEMENT OF 29600 - MARBELLA