Chapter 22 Application Guide for Commercial and Public Building Facade Retrofit

Chapter 22

Application Guide for Commercial and Public Building Facade Retrofit

Compiled by Guangdong Fortune Stone New Material Co., Ltd.

Key Points

  • The core demands of commercial and public building facade retrofit are “image + function + uninterrupted operation,” which are fundamentally different from the “safety + economy + minimal disturbance” of residential facade retrofit.
  • Commercial building facade retrofit is not a “cost center” but a “value center”; facade retrofit investment is an investment, not an expense.
  • The goal of public building facade retrofit is to upgrade from “basic assurance” to “quality service”; safety and environmental protection are non-negotiable bottom lines.
  • Operational continuity is the first constraint of all commercial and public building facade retrofit schemes; construction must achieve “fast, quiet, and clean.”
  • Five major types, four matches, five construction points, and three typical schemes constitute the complete application framework for commercial and public building facade retrofit.

Note: This chapter focuses on the particularities of commercial and public building facade retrofit. For general system solutions, see Chapter 15 “Flexible Stone System Solutions for Facade Retrofit Exterior Walls”; for construction process standardization, see Chapter 17; for quality common problem prevention, see Chapter 18; for acceptance standards and delivery management, see Chapter 19.

22.1 The “Five Major Types” of Commercial and Public Building Facade Retrofit

Commercial and public building facade retrofit can be divided into five major types according to building type, functional demands, and operational constraints: commercial complexes, office buildings, hotels, schools, and hospitals.

22.1.1 Commercial Complexes

Typical characteristics: construction period 2000–2015; building type commercial complex (3–8 floors); original facing aluminum panels, glass curtain walls, coatings; retrofit needs image improvement, partial renovation, functional upgrade; core constraint is not affecting business operations.

Retrofit points: Image improvement—the appearance of a commercial complex directly affects commercial value; image improvement is the core demand; uninterrupted operation construction—commercial complexes cannot close for renovation; construction must be “off-peak, segmented, and fast”; night construction—use nighttime non-business hours for construction and resume business during the day.

Table 22-1 Retrofit Points for Commercial Complexes

Retrofit PointContentFlexible Stone SchemeNotes
Image improvementAppearance upgradeMetal-texture flexible stone, stone-imitation textureMatch commercial positioning
Uninterrupted operationOff-peak constructionNight construction, segmented constructionNoise control
Fast constructionShorten scheduleThin-set process, pre-layout constructionEarly material preparation

Case: A commercial plaza had aging, faded, and partially damaged aluminum panels on some exterior walls, affecting its commercial image. The adopted scheme was to remove damaged aluminum panels → repair substrate → apply metal-texture flexible stone. Construction was arranged during nighttime non-business hours, with business resumed during the day. After project completion, the commercial image significantly improved, with rent increasing by about 15%, and business was not affected during the retrofit. The input-output effect of commercial complex retrofit is obvious; image improvement directly drives rent increases.

22.1.2 Office Buildings

Typical characteristics: construction period 2000–2015; building type office building (10–30 floors); original facing coatings, glass curtain walls, stone; retrofit needs image upgrade, quality improvement; core constraint is not affecting office work.

Retrofit points: Image upgrade—the appearance of an office building directly affects rent levels and occupancy rates; not affecting office work—construction must be “off-peak, low-noise, and fast”; quality improvement—material selection should reflect quality and enhance building grade.

Table 22-2 Retrofit Points for Office Buildings

Retrofit PointContentFlexible Stone SchemeNotes
Image upgradeAppearance upgradeStone-imitation texture, large joint designReflect quality
Not affecting office workOff-peak constructionNight construction, weekend constructionNoise control
Quality improvementMaterial selectionHigh-end stone-imitation textureMatch building positioning

Case: An office building had aging and faded exterior wall coatings, and its image was outdated compared with surrounding new office buildings, affecting rent levels. The adopted scheme was to remove old coatings → repair substrate → apply stone-texture flexible stone → key design of window walls. Construction was arranged at night and on weekends, not affecting office work in the building. After project completion, the office building image significantly improved, with rent increasing by about 20%. Office building retrofit enhances image and increases asset value.

22.1.3 Hotels

Typical characteristics: construction period 2000–2015; building type hotel (5–20 floors); original facing aluminum panels, coatings, stone; retrofit needs image improvement, grade upgrade; core constraint is not closing the hotel.

Retrofit points: Image improvement—hotel appearance directly affects occupancy rates and room rates; uninterrupted operation construction—hotels cannot close for renovation; construction must be “off-peak, fast, and low-disturbance”; grade upgrade—material selection should reflect grade and enhance hotel quality.

Table 22-3 Retrofit Points for Hotels

Retrofit PointContentFlexible Stone SchemeNotes
Image improvementAppearance upgradeStone-imitation texture, customized textureMatch hotel positioning
Uninterrupted operationOff-peak constructionNight construction, segmented constructionNoise control
Grade upgradeQuality improvementHigh-end stone-imitation textureReflect grade

Case: A hotel had aging and faded exterior wall aluminum panels, affecting its image. The adopted scheme was to remove damaged aluminum panels → repair substrate → apply stone-imitation texture flexible stone. Construction was arranged during nighttime non-business hours, not affecting hotel operations. After project completion, the hotel appearance was completely renewed, with occupancy rate increasing by about 8%. Hotel building image is directly linked to occupancy rates and room rates and is an important component of market competitiveness.

22.1.4 Schools

Typical characteristics: construction period 1990–2010; building type school teaching building (3–6 floors); original facing ceramic tiles, coatings; retrofit needs safety treatment, image improvement; core constraint is not affecting teaching.

Retrofit points: Safety first—schools are densely populated places; safety is the first consideration; vacation construction—use winter and summer vacations for construction, not affecting teaching; environmental health—material selection should be environmentally friendly, ensuring the health of teachers and students.

Table 22-4 Retrofit Points for Schools

Retrofit PointContentFlexible Stone SchemeNotes
Safety firstEliminate safety hazardsRemove hollowing + flexible stoneComprehensive inspection
Vacation constructionWinter and summer vacation constructionCentralized construction, rapid completionReasonable schedule arrangement
Environmental healthEnvironmentally friendly materialsLow VOC, A2 fire ratingEnsure health of teachers and students

Case: A school teaching building had long-neglected exterior wall ceramic tiles, with some tiles hollowing and detaching, posing safety hazards. The adopted scheme was to remove tiles → repair substrate → apply flexible stone. Construction was arranged during the summer vacation, not affecting teaching. After project completion, safety hazards were eliminated, and the campus environment significantly improved. School building retrofit prioritizes safety while also considering environmental protection and health requirements.

22.1.5 Hospitals

Typical characteristics: construction period 1990–2010; building type hospital (5–15 floors); original facing ceramic tiles, coatings; retrofit needs safety treatment, image improvement, functional upgrade; core constraint is not affecting medical treatment.

Retrofit points: Safety first—hospitals are densely populated places; safety is the first consideration; not affecting medical treatment—construction must be “off-peak, low-noise, and fast,” not affecting core medical functions; environmental health—material selection should be environmentally friendly, ensuring the health of patients and medical staff.

Table 22-5 Retrofit Points for Hospitals

Retrofit PointContentFlexible Stone SchemeNotes
Safety firstEliminate safety hazardsRemove hollowing + flexible stoneComprehensive inspection
Not affecting medical treatmentOff-peak constructionSegmented construction, night constructionNoise control
Environmental healthEnvironmentally friendly materialsLow VOC, A2 fire ratingEnsure health

Case: A hospital had long-neglected exterior wall ceramic tiles, with some hollowing and detaching, posing safety hazards. The adopted scheme was to remove tiles → repair substrate → apply flexible stone. Construction was arranged during non-peak hours, not affecting core medical functions. After project completion, safety hazards were eliminated, and the hospital image significantly improved. Hospital building retrofit needs to coordinate the triple constraints of safety, environmental protection, and medical continuity.

22.2 The “Four Matches” of Commercial and Public Building Facade Retrofit

The scheme design of commercial and public building facade retrofit needs to achieve “four matches”: matching with building type, matching with operational constraints, matching with image demands, and matching with budget conditions.

22.2.1 Matching with Building Type

Different building types of commercial and public buildings require different retrofit schemes: commercial complexes focus on image improvement and uninterrupted operation construction; office buildings focus on image upgrade and quality improvement; hotels focus on grade upgrade and uninterrupted operation construction; schools focus on safety treatment and vacation construction; hospitals focus on safety treatment and not affecting medical treatment.

Table 22-6 Retrofit Schemes for Different Building Types

Building TypeCore DemandRecommended SchemeKey Indicator
Commercial complexImage, uninterrupted operationMetal-texture flexible stoneHigh construction efficiency
Office buildingImage, qualityStone-imitation texture flexible stoneStrong quality feel
HotelGrade, uninterrupted operationHigh-end stone-imitation textureStrong grade feel
SchoolSafety, environmental protectionStandard flexible stoneA2 fire rating
HospitalSafety, environmental protectionStandard flexible stoneA2 fire rating

22.2.2 Matching with Operational Constraints

Different operational constraints of commercial and public buildings require different retrofit schemes: cannot close—commercial complexes, hotels, office buildings require “off-peak construction, night construction”; cannot affect teaching—schools require “vacation construction, centralized construction”; cannot affect medical treatment—hospitals require “off-peak construction, segmented construction.”

Table 22-7 Construction Strategies for Different Operational Constraints

Operational ConstraintBuilding TypeConstruction StrategyNotes
Cannot closeCommercial complex, hotel, office buildingNight construction, segmented constructionNoise control
Cannot affect teachingSchoolVacation construction, centralized constructionSchedule control
Cannot affect medical treatmentHospitalOff-peak construction, segmented constructionNoise control

In terms of construction noise and dust control under operational constraints, the enterprise’s independently developed flexible stone cutting device integrates cutting, fixing, pushing, and dust removal, effectively reducing cutting dust through the dust removal assembly and reducing construction noise through precise cutting. It is particularly suitable for “operating while renovating” commercial complexes and hotel projects, reducing interference with normal operations.

22.2.3 Matching with Image Demands

Different image demands of commercial and public buildings require different retrofit schemes: high-end commercial focuses on quality and grade, choosing high-end stone-imitation textures; mid-range commercial focuses on aesthetics and durability, choosing standard stone-imitation textures; public buildings focus on safety, environmental protection, and aesthetics, choosing standard flexible stone.

Table 22-8 Retrofit Schemes for Different Image Demands

Image DemandBuilding TypeRecommended TextureDesign Points
High-end commercialCommercial complex, hotelHigh-end stone-imitation textureQuality, grade
Mid-range commercialOffice buildingStandard stone-imitation textureAesthetics, durability
Public buildingSchool, hospitalStandard flexible stoneSafety, environmental protection, aesthetics

In matching the image demands of high-end commercial buildings, the enterprise’s independently developed inorganic silicone resin modified acrylic emulsion technology, through chemical bonding, copolymerizes inorganic silicone resin with acrylate monomers, combining the weather resistance and stain resistance of inorganic silicone resin with the flexibility and bonding properties of acrylate, achieving topcoat stain resistance (whiteness recovery rate) of over 80% and weather resistance of 3500h. It can maintain the quality and grade of commercial building facades over the long term.

22.2.4 Matching with Budget Conditions

Different budget conditions of commercial and public buildings require different retrofit schemes: sufficient budget allows comprehensive system schemes with optimal quality and durability; moderate budget allows key system schemes with no cuts in key links; tight budget allows basic system schemes but must hold the safety bottom line.

Table 22-9 Retrofit Schemes for Different Budget Conditions

Budget LevelScheme TypeScheme ContentControl Strategy
SufficientComprehensive system schemeAll six major modulesOptimal quality
ModerateKey system schemeKey modules not cutSubstrate, waterproofing, nodes not cut
TightBasic system schemeHold safety bottom lineChoose economical patterns

22.3 The “Five Construction Points” of Commercial and Public Building Facade Retrofit

Commercial and public building facade retrofit construction has five special points: uninterrupted operation construction, construction time, noise control, dust control, and safety management.

22.3.1 Uninterrupted Operation Construction

Construction strategies: night construction—use nighttime non-business hours for construction and resume business during the day; segmented construction—construct by facade and by floor, ensuring normal operation of some areas; fast construction—use thin-set process to shorten schedule and reduce impact.

Table 22-10 Uninterrupted Operation Construction Strategies

Construction StrategyApplicable ScenarioImplementation PointsNotes
Night constructionCommercial complex, hotelNight construction, daytime business resumptionNoise control
Segmented constructionOffice building, hospitalBy facade, by floorPassage isolation
Fast constructionAll typesThin-set processEarly material preparation

Case: A commercial complex retrofit required “uninterrupted operation construction.” Construction strategies included: night construction—construction from 10 PM to 6 AM, with business resumed during the day; segmented construction—constructing the east, south, west, and north facades one by one; fast construction—using thin-set process to shorten the schedule. Throughout the retrofit, the mall operated normally and was not affected. Uninterrupted operation is the bottom line of commercial retrofit; business losses caused by closure renovation often far exceed the renovation itself.

22.3.2 Construction Time

Construction time arrangements: commercial complex—10:00 PM to 6:00 AM; office building—10:00 PM to 6:00 AM, all day on weekends; hotel—10:00 PM to 6:00 AM; school—all day during winter and summer vacations; hospital—non-peak hours and 10:00 PM to 6:00 AM.

Table 22-11 Construction Time Arrangements for Different Building Types

Building TypeConstruction TimeNotes
Commercial complex10:00 PM–6:00 AMDaytime business resumption
Office building10:00 PM–6:00 AM, all day on weekendsDoes not affect office work
Hotel10:00 PM–6:00 AMDoes not affect business
SchoolAll day during winter and summer vacationsDoes not affect teaching
HospitalNon-peak hours, 10:00 PM–6:00 AMDoes not affect medical treatment

22.3.3 Noise Control

Noise control measures: use low-noise tools such as utility knife cutting and pressing plate compaction; avoid large equipment, do not use pneumatic picks or electric hammers; set up sound barriers; control construction time and avoid business or use peak hours.

Table 22-12 Noise Control Measures

Control MeasureSpecific PracticeEffect
Low-noise toolsUtility knife, pressing plateNoise reduced by 50%
Avoid large equipmentNo pneumatic picks or electric hammersNoise reduced by 80%
Sound barriersSet up sound barriersNoise reduced by 30%
Control construction timeAvoid peak hoursReduce complaints

22.3.4 Dust Control

Dust control measures: wet work—spray water during cutting to reduce dust; timely cleaning—timely removal of construction waste; coverage protection—cover completed areas with protective film; set up enclosures—set up enclosures around construction areas.

Table 22-13 Dust Control Measures

Control MeasureSpecific PracticeEffect
Wet workSpray water during cuttingDust reduced by 70%
Timely cleaningTimely removal of construction wasteReduce dust dispersion
Coverage protectionCover completed areasPrevent contamination
Set up enclosuresConstruction area enclosuresReduce dust dispersion

22.3.5 Safety Management

Safety management measures: working at height—wear safety belts, set up safety nets; public safety—isolate construction areas from public areas, set up warning signs; electrical safety—install leakage protectors, electricians with certificates; fire safety—store flammable materials separately, equip fire extinguishers.

Table 22-14 Safety Management Measures

Safety TypeSpecific MeasureInspection FrequencyResponsible Person
Working at heightWear safety belts, set up safety netsDailySafety officer
Public safetyArea isolation, warning signsDailySafety officer
Electrical safetyLeakage protection, certified personnelDailyElectrician
Fire safetySeparate storage of flammable materialsDailySafety officer

Case: In a hospital facade retrofit project, safety management measures included: erecting qualified scaffolding, with workers wearing safety belts; isolating construction areas from medical areas, setting up safety warning signs; installing leakage protectors, with electricians holding certificates; storing flammable materials separately, equipping fire extinguishers. No safety accidents occurred during the entire project construction period. Safety is the bottom line of construction; if the bottom line is lost, everything is lost.

22.4 The “Three Typical Schemes” of Commercial and Public Building Facade Retrofit

According to substrate conditions and operational constraints, commercial and public building facade retrofit can be summarized into three typical schemes: direct application scheme, substrate treatment + application scheme, and system reconstruction scheme. The general content of the three typical schemes is detailed in Chapter 15; this section focuses on the special application of commercial and public building projects.

22.4.1 Direct Application Scheme (Good Substrate Conditions)

Applicable conditions: substrate firm (pull-off ≥0.5 MPa), flat (deviation ≤4 mm), dry (moisture content ≤10%), no water seepage.

Scheme content: substrate cleaning → primer application → flexible stone application → node sealing → finished product protection.

Advantages: short schedule, low cost, simple construction. Disadvantages: strict applicable conditions; cannot be used when substrate conditions do not meet requirements.

Table 22-15 Direct Application Scheme

ProcessContentMaterialSchedule
Substrate cleaningRemove floating dust and oilCleaner1–2 days
Primer treatmentApply primerPrimer1 day
Flexible stone applicationOne scrape, two apply, three press, four levelSpecial bonding agentBy area
Node sealingDoors, windows, expansion joints sealingSealant2–3 days
Finished product protectionCoverage, cleaningProtective film1–2 days

22.4.2 Substrate Treatment + Application Scheme (General Substrate Conditions)

Applicable conditions: substrate has hollowing, dusting, local water seepage, and relatively large flatness deviation.

Scheme content: substrate treatment (remove hollowing, repair dusting, local waterproofing) → leveling → flexible stone application → node sealing → finished product protection.

Advantages: wider applicable conditions, can solve substrate problems in most facade retrofit projects. Disadvantages: longer schedule, higher cost.

Table 22-16 Substrate Treatment + Application Scheme

ProcessContentMaterialSchedule
Substrate treatmentRemove hollowing, repair dustingRepair mortar5–10 days
Waterproofing treatmentLocal waterproofingWaterproof coating3–5 days
LevelingLocal levelingLeveling mortar3–5 days
Flexible stone applicationOne scrape, two apply, three press, four levelSpecial bonding agentBy area
Node sealingDoors, windows, expansion joints sealingSealant2–3 days
Finished product protectionCoverage, cleaningProtective film1–2 days

22.4.3 System Reconstruction Scheme (Poor Substrate Conditions)

Applicable conditions: large-area substrate hollowing, severe dusting, severe water seepage, extremely poor flatness.

Scheme content: comprehensive removal of old facing → substrate repair → comprehensive waterproofing → re-plastering and leveling → flexible stone application → node sealing → finished product protection.

Advantages: thoroughly solves problems, optimal quality and durability. Disadvantages: long schedule, high cost.

Table 22-17 System Reconstruction Scheme

ProcessContentMaterialSchedule
Comprehensive removalRemove old facingRemoval tools10–15 days
Substrate repairRepair substrateRepair mortar5–10 days
Comprehensive waterproofingApply waterproof coatingWaterproof coating5–7 days
Re-plasteringComprehensive plastering and levelingPlastering mortar10–15 days
Flexible stone applicationOne scrape, two apply, three press, four levelSpecial bonding agentBy area
Node sealingDoors, windows, expansion joints sealingSealant2–3 days
Finished product protectionCoverage, cleaningProtective film1–2 days

Case: An old commercial complex had mosaic facing on exterior walls, with large-area hollowing and severe water seepage. The adopted scheme was comprehensive removal of mosaic → substrate repair → comprehensive waterproofing → re-plastering and leveling → application of metal-texture flexible stone. After project delivery, the owner commented that “this building looks like a new one after renovation.” Because the substrate, waterproofing, and leveling were all reconstructed, its system integrity is even superior to some new construction projects. When substrate conditions are poor, the system reconstruction scheme should be adopted; although the single investment is high, it avoids the cumulative cost of repeated repairs later.

22.5 The “Acceptance and Delivery” of Commercial and Public Building Facade Retrofit

Note: The general standards for acceptance and delivery are detailed in Chapter 19; this section focuses on the special requirements of commercial and public building projects.

22.5.1 Acceptance Standards

In addition to routine appearance, bonding, hollowing, and flatness inspections, the acceptance of commercial and public building facade retrofit should focus on: substrate treatment acceptance—whether hollowing areas are thoroughly removed and substrate repair is firm; waterproofing system acceptance—whether the waterproofing layer is complete and node waterproofing is reliable; leveling system acceptance—whether leveling layer strength meets standards and flatness deviation is ≤3 mm; flexible stone application acceptance—whether bonding strength is ≥0.4 MPa and hollowing rate is ≤5%; node sealing acceptance—whether door and window sealing is reliable and expansion joint treatment is in place. The above indicators are consistent with the unified acceptance standards in Chapter 19.

Table 22-18 Acceptance Standards for Commercial and Public Building Facade Retrofit

Acceptance ItemStandardInspection MethodNon-Conformance Handling
Substrate treatmentNo hollowing, strength ≥0.3 MPaTapping, pull-offRemove and redo
Waterproofing systemNo leakageWater spray testRe-treat
Leveling systemFlatness ≤3 mm2 m straightedgeRe-level
Flexible stone applicationBonding strength ≥0.4 MPa, hollowing rate ≤5%Pull-off testRemove and reapply
Node sealingNo leakageWater spray testRe-seal

22.5.2 Delivery Management

The delivery of commercial and public building facade retrofit requires three key actions: pre-delivery inspection—comprehensive inspection of appearance, quality, and function, timely rectification of problems found, cleaning and protection to ensure delivery quality; delivery document transfer—complete transfer of construction documents, acceptance documents, test reports, material certificates, and warranty documents; post-delivery visits—regular visits at 1 month, 3 months, 6 months, and 1 year after delivery, timely handling of problems found, and formation of visit records.

Table 22-19 Delivery Management for Commercial and Public Building Facade Retrofit

Delivery ActionContentResponsible PersonTime
Pre-delivery inspectionAppearance, quality, functionProject managerBefore delivery
Delivery document transferConstruction, acceptance, test documentsDocument controllerAt delivery
Post-delivery visitsRegular visits, problem handlingProject managerAfter delivery

Decision Reference for Facade Retrofit Offices

I. Applicable Object Determination: This chapter applies to five types of commercial and public building facade retrofit projects—commercial complexes (built 2000–2015), office buildings (built 2000–2015), hotels (built 2000–2015), school teaching buildings (built 1990–2010), and hospitals (built 1990–2010). Before decision-making, first determine the project type; different types have different safety priorities, operational constraints, and image demands.

II. Key Decision Indicators: Scheme design should grasp the “four matches”—matching with building type, matching with operational constraints, matching with image demands, and matching with budget conditions. Among them, operational constraints determine construction time and construction organization methods (cannot close → night construction; cannot affect teaching → vacation construction; cannot affect medical treatment → off-peak segmented construction), and image demands determine product texture and grade selection (high-end commercial → high-end stone-imitation texture; mid-range commercial → standard stone-imitation texture; public buildings → standard flexible stone).

III. Scheme Comparison Recommendations: When substrate conditions are good (pull-off ≥0.5 MPa, flatness deviation ≤4 mm), choose the direct application scheme; when substrate conditions are general (hollowing, dusting, local water seepage), choose the substrate treatment + application scheme; when substrate conditions are poor (large-area hollowing, severe water seepage, extremely poor flatness), choose the system reconstruction scheme. For projects with strict operational constraints, special schemes for night construction, segmented construction, and off-peak construction should be prepared simultaneously before the scheme is determined.

IV. Cost and Schedule Reference: The comprehensive cost of flexible stone schemes for commercial and public building facade retrofit is basically equivalent to or slightly higher than residential projects, with the main difference coming from increased night construction labor costs and the need to erect isolation facilities in some projects. The single-building schedule for night construction of commercial complexes, hotels, and office buildings is about 30–40 days; schools use winter and summer vacations for centralized construction, with a single teaching building schedule of about 20–30 days; hospital off-peak construction schedules should be arranged in segments according to the distribution of medical functional areas. Business closure losses often far exceed construction cost increments, so “uninterrupted operation construction” related measure costs should not be compressed for the purpose of saving.

V. Implementation Risk Warnings: The biggest risks of commercial and public building facade retrofit are operational interruption risk and public safety risk. Night construction needs to be publicly announced to surrounding residents and merchants in advance; hospital and school projects must strictly execute isolation schemes to ensure public safety; construction noise, dust, lighting, and other disturbance factors may trigger complaints, and contingency plans should be prepared in advance. Loss of safety bottom line, operational interruption, and escalation of public complaints are the three common failure modes of commercial and public building facade retrofit, and contingency plans should be prepared in advance.

Reflections on Stone, Insights on Fortune

Commercial and public building facade retrofit tests not only materials and processes but also overall coordination capability. Commercial buildings must calculate economic accounts—image improvement, uninterrupted operation construction, and value returns—every item must be calculated clearly; public buildings must hold the responsibility line—safety, environmental protection, service, and public trust—no item can be lost. Unifying commercial logic with public responsibility is the true value of commercial and public building facade retrofit.

References

[1] GB 50210—2018, Standard for Construction Quality Acceptance of Building Decoration[S].

[2] GB 50300—2013, Unified Standard for Constructional Quality Acceptance of Building Engineering[S].

[3] T/CECS 728—2020, Technical Standard for Comprehensive Renovation of Old Urban Residential Areas[S].

[4] GB 50016—2014, Code for Fire Protection Design of Buildings (2018 Edition)[S].

[5] JGJ 36—2016, Design Code for Dormitory Buildings (relevant clauses for school buildings)[S].

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