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TECHNICAL Technical Report · 2026-12-31

Elevation Drawings — Mezquita (southwest)

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Reference 2026-elevation-plans-mezquita-building-southwest
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://architect/Elevation_Plans_Mezquita_Building_Southwest.pdf
This is a translation. The Spanish version is the legally authoritative document. View original

Owner-prepared summary. Original document is the authoritative source.

At a glance

  • The document is a technical report dated 31 December 2026 titled 'Elevation Drawings — Mezquita (southwest)'.
  • It presents pathology findings for the envelope of the Conjunto Señorío de Alhoa, specifically the Mezquita building, based on a street‑level survey conducted in November 2025.
  • Three sets of elevation drawings are included: posterior façade, posterior‑southwest façade, and lateral façades (southeast and northwest).
  • A legend identifies recommended interventions such as dismantling gutters, re‑impermeabilising garden boxes and roof, installing new metal‑frame glazing, repairing concrete pillar bases, and restoring pavement.
  • The final pages detail dimensions and construction specifications for various garden box types (rectangular and corner) measured at a 1:50 scale.
Technical / Architectural Document

This is a visual document — drawings, plans or measurements. The PDF below is the primary record. Auto-extracted text is available at the bottom but consists mostly of dimensional data.

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Page 1

Left Right Left Right Left Right Left PORTAL 4 PORTAL 5 PORTAL 6 P 72 III 2 -II+III 27 III 22 PI 166 -II+III 12 III 38 -II+III 12 III 18 P 1 -I+V 14 -I+V 7 III 2 -II+III 8 III 16 III 2 -II 747 -II+III 104 -II+III 95 III 3 III 2 -II+III 11 -II 186 III 4 -I+V 13 -II+V 230 -I+V 18 III 1 -II+III 7 III 14 III 22 -I+V 18 -II+III 12 III 25 -I+V 15 III 20 -II+III 13 III 20 P 3232 -II+VI 299 -II+V 194 -II+IV 114 -II 228 III 3 -II+V 270 -II+VI 291 -II+V 151 -II+IV 168 I 54 VTZA 16 VTZA 17 -I+I 180 VTZA 17 VTZA 21 VTZA 8 P 7445 V 342 PI 226 -I 437 VTZA 19 VTZA 12 VTZA 13 -II 140 -II+V 177 -II+VI 306 -II+V 301 V 273 -I 580 VTZA 18 -I 970 -II+V 294 -II+VI 376 -II+V 305 VTZA 18 VTZA 14 VTZA 20 VTZA 17 -II+V 647 VTZA 18 V 221 PI 247 VTZA 7 N Conjunto Señorío de Aloha, located between Av. de Manolete and C/. de las Adelfas, Urb. Nueva Andalucía, T.M. Marbella, CP 29670 (MÁLAGA) DEVELOPER/S: C.P. CJTO. SEÑORÍO DE ALOHA Registered Architect 1.467 C/ Amistad no. 29, Edificio Cortesol, Units 9-10, San Pedro de Alcántara (MÁLAGA) Tel. 952 927 423 Francisco Manuel López Chacón REPORT on envelope pathologies in Conjunto Señorío de Aloha NOVEMBER 2025 of 25 0 1 2 3 4 5 10 15 MEZQUITA BUILDING REAR ELEVATION (A3_e:1/200) 21 ED. MEZQUITA MEZQUITA BUILDING REAR ELEVATION SOUTHWEST P1 P2 P3 P4 P1 P2 P3 P4 Structural joint P6 P5 P4 P5 P5 LEGEND WORK ITEMS NOTE The pathological signs expressed in this plan have been recorded through street-level data collection without auxiliary equipment and with access to specific units as granted by the CPP. The apartment nomenclature is referenced to the current designation system. Removal of drip edge and metal profile at slab edge Resealing of planter Replacement of metal carpentry enclosure with glazing or brick masonry. Roof resealing Walkable flat roof with water retention test Walkable flat roof restored per CPP specifications (includes waterproofing execution) Repair of reinforced concrete column base Brick plinth at column base to facilitate rainwater drainage Structural expansion joint Restoration of damaged flooring (breakage) Flooring without grouting at edge Plumb deviation, rotation, settlement and cracks in walls * * * P6 P6

Page 2

Right Left Right Left Right PORTAL 1 PORTAL 2 Left PORTAL 3 P 72 III 2 -II+III 27 III 22 PI 166 -II+III 12 III 38 -II+III 12 III 18 P 1 -I+V 14 -I+V 7 III 2 -II+III 8 III 16 III 2 -II 747 -II+III 104 -II+III 95 III 3 III 2 -II+III 11 -II 186 III 4 -I+V 13 -II+V 230 -I+V 18 III 1 -II+III 7 III 14 III 22 -I+V 18 -II+III 12 III 25 -I+V 15 III 20 -II+III 13 III 20 P 3232 -II+VI 299 -II+V 194 -II+IV 114 -II 228 III 3 -II+V 270 -II+VI 291 -II+V 151 -II+IV 168 I 54 VTZA 16 VTZA 17 -I+I 180 VTZA 17 VTZA 21 VTZA 8 P 7445 V 342 PI 226 -I 437 VTZA 19 VTZA 12 VTZA 13 -II 140 -II+V 177 -II+VI 306 -II+V 301 V 273 -I 580 VTZA 18 -I 970 -II+V 294 -II+VI 376 -II+V 305 VTZA 18 VTZA 14 VTZA 20 VTZA 17 -II+V 647 VTZA 18 V 221 PI 247 VTZA 7 N Conjunto Señorío de Aloha, located between Av. de Manolete and C/. de las Adelfas, Urb. Nueva Andalucía, T.M. Marbella, CP 29670 (MÁLAGA) DEVELOPER/S: C.P. CJTO. SEÑORÍO DE ALOHA Registered Architect 1.467 C/ Amistad no. 29, Edificio Cortesol, Units 9-10, San Pedro de Alcántara (MÁLAGA) Tel. 952 927 423 Francisco Manuel López Chacón REPORT on envelope pathologies in Conjunto Señorío de Aloha NOVEMBER 2025 of 25 0 1 2 3 4 5 10 15 MEZQUITA BUILDING REAR ELEVATION (A3_e:1/200) 22 ED. MEZQUITA MEZQUITA BUILDING REAR ELEVATION SOUTHWEST P1 P2 P3 P4 P1 P2 P3 P4 Structural joint P3 P2 P1 P5 P5 LEGEND WORK ITEMS NOTE The pathological signs expressed in this plan have been recorded through street-level data collection without auxiliary equipment and with access to specific units as granted by the CPP. The apartment nomenclature is referenced to the current designation system. Removal of drip edge and metal profile at slab edge Resealing of planter Replacement of metal carpentry enclosure with glazing or brick masonry. Roof resealing Walkable flat roof with water retention test Walkable flat roof restored per CPP specifications (includes waterproofing execution) Repair of reinforced concrete column base Brick plinth at column base to facilitate rainwater drainage Structural expansion joint Restoration of damaged flooring (breakage) Flooring without grouting at edge Plumb deviation, rotation, settlement and cracks in walls * * * P6 P6

Page 3

Right Left PORTAL 1 PORTAL 6 P 72 III 2 -II+III 27 III 22 PI 166 -II+III 12 III 38 -II+III 12 III 18 P 1 -I+V 14 -I+V 7 III 2 -II+III 8 III 16 III 2 -II 747 -II+III 104 -II+III 95 III 3 III 2 -II+III 11 -II 186 III 4 -I+V 13 -II+V 230 -I+V 18 III 1 -II+III 7 III 14 III 22 -I+V 18 -II+III 12 III 25 -I+V 15 III 20 -II+III 13 III 20 P 3232 -II+VI 299 -II+V 194 -II+IV 114 -II 228 III 3 -II+V 270 -II+VI 291 -II+V 151 -II+IV 168 I 54 VTZA 16 VTZA 17 -I+I 180 VTZA 17 VTZA 21 VTZA 8 P 7445 V 342 PI 226 -I 437 VTZA 19 VTZA 12 VTZA 13 -II 140 -II+V 177 -II+VI 306 -II+V 301 V 273 -I 580 VTZA 18 -I 970 -II+V 294 -II+VI 376 -II+V 305 VTZA 18 VTZA 14 VTZA 20 VTZA 17 -II+V 647 VTZA 18 V 221 PI 247 VTZA 7 N Conjunto Señorío de Aloha, located between Av. de Manolete and C/. de las Adelfas, Urb. Nueva Andalucía, T.M. Marbella, CP 29670 (MÁLAGA) DEVELOPER/S: C.P. CJTO. SEÑORÍO DE ALOHA Registered Architect 1.467 C/ Amistad no. 29, Edificio Cortesol, Units 9-10, San Pedro de Alcántara (MÁLAGA) Tel. 952 927 423 Francisco Manuel López Chacón REPORT on envelope pathologies in Conjunto Señorío de Aloha NOVEMBER 2025 of 25 0 1 2 3 4 5 10 15 MEZQUITA BUILDING SIDE ELEVATIONS (A3_e:1/200) 23 SOUTHEAST SIDE ELEVATION NORTHWEST SIDE ELEVATION P2 P3 P4 PB P1 P2 P3 P4 P1 PB P1 P2 P3 P4 P2 P3 P4 P1 ED. MEZQUITA P5 P5 P5 P5 LEGEND WORK ITEMS NOTE The pathological signs expressed in this plan have been recorded through street-level data collection without auxiliary equipment and with access to specific units as granted by the CPP. The apartment nomenclature is referenced to the current designation system. Removal of drip edge and metal profile at slab edge Resealing of planter Replacement of metal carpentry enclosure with glazing or brick masonry. Roof resealing Walkable flat roof with water retention test Walkable flat roof restored per CPP specifications (includes waterproofing execution) Repair of reinforced concrete column base Brick plinth at column base to facilitate rainwater drainage Structural expansion joint Restoration of damaged flooring (breakage) Flooring without grouting at edge Plumb deviation, rotation, settlement and cracks in walls * * * P6 P6

Page 4

2.15 0.80 0.65 0.73 1.45 1.60 0.65 1.28 2.35 2.45 2.22 1.20 0.65 1.75 2.44 3.10 0.65 0.65 2.45 2.10 Conjunto Señorío de Aloha, located between Av. de Manolete and C/. de las Adelfas, Urb. Nueva Andalucía, T.M. Marbella, CP 29670 (MÁLAGA) DEVELOPER/S: C.P. CJTO. SEÑORÍO DE ALOHA Registered Architect 1.467 C/ Amistad no. 29, Edificio Cortesol, Units 9-10, San Pedro de Alcántara (MÁLAGA) Tel. 952 927 423 Francisco Manuel López Chacón REPORT on envelope pathologies in Conjunto Señorío de Aloha NOVEMBER 2025 of 25 0 1 2 3 4 5 10 15 PLANTER DETAILS (A3_e:1/50) 24 STRAIGHT TYPE P1 STRAIGHT TYPE P1 Width: 2 sections of 25 cm Depth: 50 cm Location: Planters on NE facades Measurement criterion: Unit CORNER TYPE P1 CORNER TYPE P1 Width: 45-53 cm Depth: 50 cm Location: Planters at corner of floor 1 Measurement criterion: Unit STRAIGHT TYPE P2 STRAIGHT TYPE P2 Width: 2 sections of 58 cm Depth: 50 cm Location: Planters on NE facades Measurement criterion: Unit CORNER TYPE P2 CORNER TYPE P2 Width: 45 cm Depth: 50 cm Location: Planters at corner Measurement criterion: Unit STRAIGHT TYPE P3 STRAIGHT TYPE P3 Width: 2 sections of 95 cm Depth: 50 cm Location: Planters on NE facade Measurement criterion: Unit STRAIGHT TYPE P4 STRAIGHT TYPE P4 Width: 2 sections of 140 cm Depth: 50 cm Location: Planters on NE facade Measurement criterion: Unit CORNER TYPE P4 CORNER TYPE P4 Width: 45 cm Depth: 50 cm Location: Planters at corner Measurement criterion: Unit CORNER TYPE P3 STRAIGHT TYPE P4 Width: 2 sections of 140 cm Depth: 50 cm Location: Planters on NE facade Measurement criterion: Unit

Page 5

3.60 0.40 4.70 0.40 1.00 1.10 0.40 Conjunto Señorío de Aloha, located between Av. de Manolete and C/. de las Adelfas, Urb. Nueva Andalucía, T.M. Marbella, CP 29670 (MÁLAGA) DEVELOPER/S: C.P. CJTO. SEÑORÍO DE ALOHA Registered Architect 1.467 C/ Amistad no. 29, Edificio Cortesol, Units 9-10, San Pedro de Alcántara (MÁLAGA) Tel. 952 927 423 Francisco Manuel López Chacón REPORT on envelope pathologies in Conjunto Señorío de Aloha NOVEMBER 2025 of 25 0 1 2 3 4 5 10 15 PLANTER DETAILS (A3_e:1/50) 25 STRAIGHT TYPE P5 STRAIGHT TYPE P5 Width: 40 cm Depth: 50 cm Location: Planters on NE facades Measurement criterion: Unit STRAIGHT TYPE P6 Width: 40 cm Depth: 50 cm Location: Planters on SW facade Measurement criterion: Unit DOUBLE TYPE P5 STRAIGHT TYPE P6 DOUBLE TYPE P5 Width: 40 cm Depth: 50 cm Location: Planters on NE facades Measurement criterion: Unit 1.) GENERALIZED DETERIORATION OF THE SLAB EDGE DUE TO CORROSION OF THE “L”-SHAPED METAL PROFILE SUPPORTING THE SINGLE HOLLOW BRICK PATCH THAT FUNCTIONS AS A DRIP EDGE, CAUSING PAINT STAINING AND THE APPEARANCE OF FISSURES, CRACKS AND/OR SPALLING OF WALL FRAGMENTS. LEGEND ELEMENTS TO BE DEMOLISHED NEW PARTITIONS CURRENT STATE MODIFIED STATE 2.) REMOVAL OF HOLLOW BRICK PATCH AND “L”-SHAPED METAL PROFILE, CLEANING AND PREPARATION OF SLAB EDGE SURFACE. NEW RASILLA BRICK PATCH (4 CM), WITH LOWER EXTENSION FOR EXECUTION OF 5 CM DRIP EDGE. CEMENT SCREED WITH MESH AND MECHANICAL ANCHORING AND FINISH WITH PLASTIC PAINT. SITUATION 2 CURRENT STATE MODIFIED STATE SITUATION 1 1.) GENERALIZED DETERIORATION OF THE SLAB EDGE DUE TO CORROSION OF THE “L”-SHAPED METAL PROFILE SUPPORTING THE SINGLE HOLLOW BRICK PATCH THAT FUNCTIONS AS A DRIP EDGE, CAUSING PAINT STAINING AND THE APPEARANCE OF FISSURES, CRACKS AND/OR SPALLING OF WALL FRAGMENTS. 2.) UNSTABLE PARAPET WITH INSUFFICIENT BEARING, RISK OF OVERTURNING. COMPLETE DEMOLITION OF PARAPET AND FLAT ROOF. 3.) NEW FLAT ROOF. NEW PARAPET WITH SUFFICIENT BEARING, SLAB EDGE PATCH WITH CERAMIC TILES FOR FINISHING, 14X28X1.2 CM, WITH EXPANSION ANCHORS AND MESH IN SCREED. SCALE 1/50 SCALE 1/10 SCALE 1/10 PLANTER SECTION 60-70 cm height with liquid waterproofing, geotextile and drainage membrane. Fill with gravel and screened and fertilized topsoil. SCALE 1/20 <0.15 Alkali-resistant fiberglass mesh <0.15 Alkali-resistant fiberglass mesh

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