New North Zealand Hospital Hillerød
Facade - Technical Dialogue05.10.2016
Project Overview
INTRODUCTION AND BACKGROUND
New North Zealand Hospital (The Client, NHN) carried out a project competition in which seven companies submitted tenders on the new future hospital in Hillerød, Denmark. In August 2013, the assessment panel selected three winners of the project competition who subsequently participated in a negotiated procedure for a lead consultancy contract, which was ultimately awarded to “HdeM VLa partner-ship Nyt Hospital Nordsjælland I/S” (The Total Consultant, TC). Ever since then the TC have been developing the design of project. Details about the project can be found on the website: https://www.regionh.dk/nythospitalnordsjaelland/english/Sider/default.aspx
At present we are in the Project Proposal phase “Projektforslag” which is expected to last until the end of 2016. There is an aspiration for an extensive use of wood in the overall design (cladding and/or window system) and the TC now wishes to further explore the various façade types and design by obtaining feedback from contractors, manufacturers and suppliers. For this reason we wish to enter into a number of Technical Dialogs with different contractors manufacturers and suppli-ers in order to take advantage of the knowledge and expertise in the market.
The Technical Dialogs will take place throughout the remaining part of the Project Proposal phase “Projektforslag”, and each Technical Dialog will be framed in a series of meetings with contractors, manufactures or suppliers within a period of 2 to 4 weeks, depending on which types or aspect of the façade design is being explored in the individual dialog.
TC have assembled this document to facilitate the discussions on which to base the Technical Dialogs. It is not expected to share more material relevant to the project during the Technical Dialogs; however the members of the TC to be part of the meetings can address any questions that you might have and that are neces-sary to conduct the meetings. You are expected to be prepared for the meetings, include key members of your technical team, acquire an understanding of the background documents and provide preliminary replies to the technical queries raised. These meeting are planned to be in English and will unless otherwise agreed take place at VLA’s offi ce in Copenhagen as a Video Conference with HdeM’s the design team in Basel.
Although the primary goal of this dialog is exchanging on the technical aspects of the facade design the discussions could evolve around the time and cost con-straints of the project.
You are kindly requested to confi rm by return your availability and acceptance to participate in this Technical Dialog to the following email address:[email protected] (Lars Beier) and cc: [email protected] (Enrique Pelaez).
MAIN ENTRANCE
New North Zealand Hospital, Hillerød 3Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT
Facade Technical Dialogue
New North Zealand Hospital, Hillerød 4Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
Building Orientation and Sun Path
20:55
15:32
18:09 05:58
08:44
21. December
22. September
21. June
03:29
57°
True
Nor
th
Project North
NORTH EAST (237°)
SOUTH EAST (237°)
SOUTH WEST (237°)
NORTH WEST (237°)
New North Zealand Hospital, Hillerød 5Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
Aerial View
New North Zealand Hospital, Hillerød 6Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
Approach View
New North Zealand Hospital, Hillerød 7Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
View from North
Facade Types Overview
New North Zealand Hospital, Hillerød 9Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
Overview Facade Types
Type A - Perimeter Facade 9.850m2
Type C - Lobby Facade 4.600m2
Type D - Bed Wards Facade 13.100m2
Type B - Courtyard Facade 7.900m2
Facade Types Overview Diagram: Total approx. area:
Retaining-, Basement-, and Stair walls and are not included.
286m312m
New North Zealand Hospital, Hillerød 10Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
Facade Types - Level 0
Type A - Perimeter Facade 5.150m2
Type C - Lobby Facade 2.400m2
Type D - Bed Wards Facade 0m2
Type B - Courtyard Facade 3.100m2
Facade Types Overview Diagram: Level 0 approx. area:
Retaining-, Basement-, and Stair walls and are not included.
New North Zealand Hospital, Hillerød 11Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
Facade Types - Level 1
Type A - Perimeter Facade 4.700m2
Type C - Lobby Facade 2.200m2
Type D - Bed Wards Facade 0m2
Type B - Courtyard Facade 4.800m2
Facade Types Overview Diagram: Level 1 approx. area:
Retaining-, Basement-, and Stair walls and are not included.
New North Zealand Hospital, Hillerød 12Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
Facade Types - Level 2
Type A - Perimeter Facade 0m2
Type C - Lobby Facade 0m2
Type D - Bed Wards Facade 6.550m2
Type B - Courtyard Facade 0m2
Facade Types Overview Diagram: Level 2 approx. area:
Retaining-, Basement-, and Stair walls and are not included.
New North Zealand Hospital, Hillerød 13Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
Facade Types - Level 3
Type A - Perimeter Facade 0m2
Type C - Lobby Facade 0m2
Type D - Bed Wards Facade 6.550m2
Type B - Courtyard Facade 0m2
Facade Types Overview Diagram: Level 3 approx. area:
Retaining-, Basement-, and Stair walls and are not included.
New North Zealand Hospital, Hillerød 14Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
Facade Types - Section
Level K Basement
-4880
Level 0
0
Level 1
4350
Level 2
9550
Level 3
13480
Level T Roof
18450
1
2 3 4 5 6 7 8 9 10 11 12 13 14
AmbulaExam, Ø
OP OrtopediOR Orthopaedic
OP OrtopediOR Orthopaedic
AmbulatoriumExamination room
Ambulatorium, DagbehandlingExam, daytreatment
Auto. Rutine analyseAutomated, rutine analysis
OP OrtopediOR Orthopaedic
OP OrtopediOR Orthopaedic
ValideringsrumValidation room
ForsendelsesrumShipment room
Depot, rentStorage, Clean
Type A - Perimeter Facade
Type C - Lobby Facade
Type D - Bed Wards Facade
Type B - Courtyard Facade
Facade Types Overview Diagram:
Retaining-, Basement-, and Stair walls and are not included.
Type A - Perimeter Facade
New North Zealand Hospital, Hillerød 16Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
780
1720
2200
500
400
1250
2200
500
2680
440
300
380
2500
300
3185
2630
2300
2300
1696
2630
300
4350
4420
400
Facade Types - Bay Study
1
2
3
4
5
6
7
8
9
98
8 8 8 8 8
SECTION A-A EXTERIOR VIEW
referencediagram
TIMBER BOARD VERTICAL (SHIPLAP) CLADDING
TIMBER VERTICAL LAMELLA INFILL PANEL
INSULATED RENDER TO STRUCTURAL FLOOR SLAB
TIMBER FRAMED WINDOW
METAL FRAMED WINDOW
METAL CURTAIN WALLING SYSTEM (BLACK)
CONTINUOUS METAL MULLION (WHITE)
STRUCTURAL COLUMN
METAL RAIN WATER PIPE (WHITE)1
2
4
7
3
A
A
3
4
1
2
7
8
5
6
TYP
E D
- B
ED
WA
RD
S (L
EV
ELS
2 &
3)
4
56
7
SECTIONDETAIL 1
PLANDETAIL 3
PLANDETAIL 2
TYP
E A
- P
ER
IME
TER
(LE
VE
LS 0
& 1
)
New North Zealand Hospital, Hillerød 17Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
500
400
1250
2200
500
2680
400
Facade Type A - BuildupSECTION DETAIL 1
PLAN DETAIL 3 (GLAZED WINDOW)
104 104 104
625
3750
50
300
1250
100
100
PLAN detail 1:10 - window
1 2 3 4
A
A
6
8
PLANDETAIL 3
PLANDETAIL 2
CLADDING WINDOW SILL DETAIL
1
1
1
2
2
2
3
3
3
4
5
5
METAL FACADE THERMAL SYSTEM (MIN. 250MM INSULATION)
VERTICAL WOOD LAMELLAS (MODIFIED/ TREATED TIMBER)
ALUMINIUM MULLIONS (WHITE)
METAL CURTAIN WALL & INSULATED PANEL SYSTEM (BLACK)
TRIPLE GLAZED METAL FRAME WINDOW
INTERNAL METAL SILL
INTERNAL DRYWALL LINING FINISH
TIMBER END GRAIN PROTECTION DETAIL (TBC)
SUN SHADE SCREEN (INTEGRATED IN CURTAIN WALL SYSTEM)
4
4
70 50
300
50
100
100104 104 104
PLAN detail 1:10 - solid
PLAN DETAIL 2 (SOLID CLADDING)
A
A
1 2 3 4
7
6
6
7
7
8
99
8
CLADDING WINDOW HEAD DETAIL
New North Zealand Hospital, Hillerød 18Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
Facade Type A - Section
780
1720
2200
500
400
1250
2200
500
2680
1696
300
4350
4420
400
1
2
3
4
5
6
INSULATED CURTAIN WALL SYSTEM WITH SOLID METAL PANELS (MIN. 250MM INSULATION)
ALUMINIUM MULLIONS/SYSTEM CAPS (WHITE)
TRIPLE GLAZED METAL FRAME WINDOW
SUN SHADE SCREEN (INTEGRATED IN CURTAIN WALL SYSTEM)
WOOD LAMELLAS INFILL PANELS (MODIFIED/ TREATED TIMBER)
STRUCTURAL FLOOR
12
0
ENLARGED 3D VIEW
ENLARGED 3D VIEW
3
4
5
5
6
6
New North Zealand Hospital, Hillerød 19Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
Interior
Interior
PLAN DETAIL 3 (GLAZED WINDOW)
PLAN DETAIL 2 (SOLID CLADDING)
Facade System 1,25m module
(min. 250mm insulation)
Facade System 1,25m module
(min. 250mm insulation)
Lammelas
Lammelas
Exterior
Exterior
Facade Type A - Plan details
70 50
300
50
100
100104 104 104
104 104 104
625
3750
50
300
1250
100
100
PLAN detail 1:10 - window
Type B - Courtyard Facade
New North Zealand Hospital, Hillerød 21Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
Facade Type B - Courtyard Images
New North Zealand Hospital, Hillerød 22Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
Facade Type B - Courtyard Images
New North Zealand Hospital, Hillerød 23Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
Facade Type B - Construction Buildup
1
2
3
4
5
6
6
Level 1
4350
Level 0
0
1270
2200
500
400
1250
2200
500
930
8320
SECTION B-B EXTERIOR VIEW
referencediagram
TIMBER VERTICAL LAMELLA CLADDING
STRUCTURAL FLOOR
TIMBER FRAMED WINDOW
TIMBER PANEL PRIVACY SCREENS
METAL CURTAIN WALLING SYSTEM (BLACK)
METAL RAIN WATER PIPE (WHITE)
1
3
B
B
2
3
1
5
3
4
3 4
44
4
4 1
New North Zealand Hospital, Hillerød 24Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
Facade Type B - Section through Courtyard
1200
Level 2
9550
Level 1
4350
Level 0
0
Curtain wall Facade System
Exterior Sunscreenfor shading and privacy
Wooden panelsfor privacy
Court Yard
1270
2200
500
400
1250
2200
500
11000
930
8320
New North Zealand Hospital, Hillerød 25Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
Interior
Facade System 0,625m module(min. 250mm insulation)
Lammelas
Exterior
Facade Type B - Privacy Screen Plan detail
104 104 104
62575
220
3750
110
1200
100
150
150
150
150
700
Exterior sun shading screen
Type C - Lobby Facade
New North Zealand Hospital, Hillerød 27Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
Facade Type C - Lobby Images
New North Zealand Hospital, Hillerød 28Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
2500
250
50
3650
4420
Facade Type C - Lobby Construction Buildup
1
1
1
2
2
2
EXTERIOR TIMBER MULLIONS
TIMBER FRAMED WINDOW
1
2
Type D - Bed Ward Level Facade
New North Zealand Hospital, Hillerød 30Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
Facade Type D - Bed Ward Level
New North Zealand Hospital, Hillerød 31Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
Facade Type D - Construction Buildup
1
1
2
2
2
3
3
4
4
5
5
6
6
7
7
7
7
7
8
8
9
9
TIMBER BOARD VERTICAL (SHIPLAP) CLADDING
TIMBER FRAMED WINDOW
INSULATION / WEATHER-WATER PROOFING / STRUCTURE
TIMBER FRAMED DOOR
ROOF BUILDUP + ALU OR ZINK TOPPING
WOOD DECK
PAINTED METAL SUPPORT
PAINTED METAL HANDRAIL
MESH BALUSTRADE
(C) BALCONY
(B)FACADE TIMBERCLADDING
(A)FACADE PERFORMANCE STRUCTURE & TIMBER CLADDING SUPPORT FRAME
New North Zealand Hospital, Hillerød 32Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
Facade Type D - Bedward Section Levels 2 & 3
780
1720
440
300
380
2500
300
3185
2630
2300
2300
6
2630
LEVEL 3BALCONY
LEVEL 2BALCONY
LEVEL 3BEDROOM
LEVEL 2BEDROOM
CORRIDOR
CORRIDOR
New North Zealand Hospital, Hillerød 33Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
Facade Type D - Typical Plan
BEDROOM BALCONY
Facade Requirements
New North Zealand Hospital, Hillerød 35Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
Performance Requirements - Overview
Facade Criteria Design Proposal
Daylight Glazed area provision > 16,1% of room area
Sun shading Exterior Screens
Glare Control External Screens (internal screen option tbc)
Natural ventilation 1 openable window per room
Privacy
1) Punched windows to room spaces2) Staggered window position for direct facing windows to avoid direct views.3) Vertical Panel Fins2) External Screens (internal screen option tbc)
Blackout Internal Blackout blinds
Thermal PerformanceU-Value [ W/m2 K ]
0.15 - Walls (250mm approx. insulation)0.80 - Windows (triple glazing)0.09 - Bedwards Roof (400mm approx. insulation)0.11 - Roof Green (300-400mm approx. insulation)
Air Leakage [ 0.5l/s per m2 at 50 PA]
Level 0/1 - Standard Curtain Wall SystemLevel 2/3 - Prefabricated Panels
New North Zealand Hospital, Hillerød 36Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
416_NHN_ENVELOPE_REQUIREMENTS 04.10.2016TOPIC BRIEF CODE SPECIAL TECH. REQ. FACADE L0 / L1 Facade L2/L3 ROOF DESCRIPTION
ACOUSTICSBase External Noise Lp (dB) - - - Lden < 59 dB(A) Lden < 59 dB(A) Noise from tech?Airborne Sound Insulation R'w (Ctr) (dB) - Building Regulation 2010, chapter 6.4: Facade facing Logistics
CentreR'w+Ctr up to 37 dB R'w+Ctr up to 37 dB Depends on noise
Flanking Insulation Dn,f,w (dB)Impact Sound Insulation L'n,w (dB)DESIGN LIFECladding Systems "A long design life" (Brief and project basis)Glass unitsStructural silicone / Laminated glassMoving parts / Electrical componentsDRAINAGELocal rain dataWater BarrierFIRE Prevent fire and smoke spread Building Regulation 2015, chapter 5:Access http://bygningsreglementet.dk/file/591081/br
15_english.pdfVertical Fire Separation (m) Precriptive codes, chapter 5.2: 1 hour separation
between L0 and L1 (See A)
1 hour separation between L0 and L1 (See A)
Horizontal Fire Separation (m) http://bygningsreglementet.dk/file/599242/Eksempelsamling.pdf
"Sufficient resistance" not to fall down say 15-30 minutes during fire
"Sufficient resistance" not to fall down say 15-30 minutes during fire
Material Fire Class http://bygningsreglementet.dk/file/599242/Eksempelsamling.pdfSee chapter 5.2.1
Cladding class K110 D-s2,d2 (see D)
Cladding class K110 D-s2,d2 (see E)
BROOF (t2)
Smoke extract / intake Post-fire venting from rooms (See C)
Post-fire venting from rooms (See C)
Rescue Openings requirement It shall be possible to open window and draw attention to themselves but not for recue through windows.
Security exits requirementGLARE CONTROL External solar shading Shading factor <0,3 Shading factor <0,3 Glare control requirements (depending on program, orientation?)GLASS SPECIFICATIONSLow Iron GlassMechanical restraintColour rendering index (Ra) >85 >85Light Transmittans, LT >70% >70%LIGHTDayligh factor For permanent work spaces and bedwards 2% 2%LIGHTNING PROTECTION Class 2 lightning protection envisaged at this time. DS/EN 62305-1:2011
DS/EN 62305-2:2011DS/EN 62305-3:2011DS/EN 62305-4:2011
MAINTENANCE EN1808Cleaning TBC (From inside /
Travelling Ladder / MEWP))
TBC (From inside / Travelling Ladder / MEWP))
Glass Replacement TBC (From inside / Travelling Ladder / MEWP))
TBC (From inside / Travelling Ladder / MEWP))
Facade Element Replacement TBC (MEWP on temp. distribution plates)
TBC (MEWP on temp. distribution plates)
M&EAir intake / Extract vents: Position, Amounts "Nationale infektionshygiejniske retningslinjer": Aim to
have all intakes for ventilation positioned 2m above external ground level.
Building Automatization
Definition of requirements according to site conditionDefinition of requirements according to condition programNoise target for internal spaces background
Façade drainage, typical detail...
Notes:A) 1 hour separation between L0 and L1 equivalent to min. 1,2m EI 60 A2-s1,d0B) Minor areas up to 20% of facade are allowed to be Class K110 D-s1,d2C ) If needed the facade can be used for post-fire venting e.g. natural venting or mechincal venting.D) Because of vertical fire spread prevention, building is consider to be only 2 stories.E) Requirement lowered as ext. facade is sprinklered.
Definition of requirement for the different envelope components: cladding systems, insulating glass units, gaskets, structural silicone, laminated glass, paint coatings, blinds, moving parts, electrical components
Definitions of requirements, for example building control systems - incl. sun protection
Program requirements for daylight
Requirements for glass: laminated, float, security glass, falling hazard...
Feasibility Study outlining access options to suit building and façade geometry, Cleaning and maintenance strategy report, Cleaning time analysis, Building Maintenance Unit (BMU) setout drawings. Fall prevention systems, M&E services to operate BMU systems. Generic BMU loadings.Glass lifting strategy for replacement via relevant equipment which may be permanently installed BMU and Temporary lifting systems.
Definition of requirements and strategy in relation to roof terminals, and down conductors through the building structure as appropriate.
Facade Requirements
New North Zealand Hospital, Hillerød 37Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
416_NHN_ENVELOPE_REQUIREMENTS 04.10.2016TOPIC BRIEF CODE SPECIAL TECH. REQ. FACADE L0 / L1 Facade L2/L3 ROOF DESCRIPTION
Facade Requirements
PERMEABILITYAir-tightness Air leakage for the building at 50 Pa pressure test 0,5 l/s per m2 0,5 l/s per m2Water-tightnessPRIVACY Bed wards (L2 / L3) Privacy towards the courtyard X
Training zones Privacy towards the courtyard XOff-stage bases / secretary stations (all levels) Assuring that patient information is kept
secureX X
Bed wards / ICU (on lower levels) Privacy from other levels/rooms across courtyard
X
Outpatients clinics / examination rooms / triage While patients change clothes / are undressed
X
Conversation rooms Discretion for meetings on serious matters X
Surgery theaters / endoscopy While patients undergo surgery XBiopsy lab (OR) Discretion for delicate material (human
tissue)X
Offices / meeting / conference spaces Assuring that patient information is kept secure
X X
Family room (ICU) Light privacy requirements XDelivery wards Between rooms and toward the landsccape X
SAFETYSafety glass BR15/DS/INF 119 Safety glass required
when glass in doors is placed lower than 1.8m above ff and and 0.8m above ff in other areas
Balustrade min. height, fall protection BR15 chapter 3 if balustrades are used for person safety in facade, these should be designed in accordance with regulations in chapter 3.2.3 Balustrades.
Balustrade Horizontal LoadBurglary / Vandalism DS/EN 356 and DS/EN 1627Terrorism / Blast DS/EN 356 and DS/EN 1627SNOW & ICELoadsProtection Facade will be partly
protected from large impacts from snow by the overhang on level 2.
SOLAR PROTECTIONSun Study, local data DRY 2013g-value Solar factor g<0,5 g<0,5Shading devices External shading shading factor < 0,3 shading factor < 0,3
Definitions of requirements, for example terrorism (for example plane, truck) and burgler, calculation of the blast-report
Analyze solar gain problematic according to local sun conditions to define shading strategy
Analyze potential problem (program, site...)
Definiton of requirements and tests
Analyze potential problem and define solutions
New North Zealand Hospital, Hillerød 38Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
Facade Requirements
STRUCTUREConstruction tolerances No client brief TBC Not Applicable To be determined
during the project proposals stage
To be determined during the project proposals stage
To be determined during the project proposals stage
Deflection movement: permanent, life No client brief 1 - The Danish Ministry of Economic and Business Affairs - "Building Regulations"; 2 - EN 1992-1-1 "Eurocode 2: Design of concrete structures –Part 1-1: General rules and rules for buildings"; 3 - DS/EN 1992-1-1 DK NA:2013 - "Danish National Annex to EN 1992-1-1"; 4 - EN 1993-1-1 "Eurocode 3: Design of steel structures –Part 1-1: General rules and rules for buildings"; 5 - DS/EN 1993-1-1 DK NA:2013 - "Danish National Annex to EN 1993-1-1".
Not Applicable To be determined during the project proposals stage.Maximum vertical variable load deflection at the perimeter of the structures during the working life of the building (including creep effects) anticipated to be limited to 15mm.
To be determined during the project proposals stage.Maximum vertical variable load deflection at the perimeter of the structures during the working life of the building (including creep effects) anticipated to be limited to 15mm.
To be determined during the project proposals stage.Maximum vertical variable load deflection at the perimeter of the structures during the working life of the building (including creep effects) anticipated to be limited to 15mm.
Facade Loads No client brief TBC Not Applicable To be determined during the project proposals stage
To be determined during the project proposals stage
To be determined during the project proposals stage
Lateral movement No client brief TBC Not Applicable To be determined during the project proposals stage
To be determined during the project proposals stage
To be determined during the project proposals stage
Wind Loads No client brief 1 - The Danish Ministry of Economic and Business Affairs - "Building Regulations"; 2 - EN1991-1-4 "Eurocode 1: Actions onstructures —Part 1-4: General actions — Windactions"; 3 - DS/EN 1991-1-4 DK NA:2010-03 - Danish National Annex to EN 1991-1-4"
Not Applicable 1.6kN/m2, NB. Unfactored suction force
To be determined during the project proposals stage
To be determined during the project proposals stage
Movement joints required in the permanent structure.Preliminary movement joint study to be carried out during Outline Proposals phase.Structural GA drawings indicate potential locations of structural movement joints. It should be noted that the spacing of the structural movement joints above Level 02 will be determined following the selection of the structure form in these areas; if a prefabricated structural solution is selected, then confirmation of the required spacing of movement joints will be requried to be provided by the manufacturer.
Movement joints required in the permanent structure.Preliminary movement joint study to be carried out during Outline Proposals phase.Structural GA drawings indicate potential locations of structural movement joints.
Movement joints required in the permanent structure.Preliminary movement joint study to be carried out during Outline Proposals phase.Structural GA drawings indicate potential locations of structural movement joints.
Movement Joints Not ApplicableTBCNo client brief
Definition of requirements related to structure
416_NHN_ENVELOPE_REQUIREMENTS 04.10.2016TOPIC BRIEF CODE SPECIAL TECH. REQ. FACADE L0 / L1 Facade L2/L3 ROOF DESCRIPTION
New North Zealand Hospital, Hillerød 39Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT Facade Technical Dialogue
Facade Requirements
SUSTAINABILITY Definition of required certifications and overall impact throughout the project.
Certifications BK2020Environmental Protection: birds, endangered species,.. Special requirements for environmental protection.Building Elements Windows Enegy Label ATHERMAL PERFORMANCELocal climate data Denmark DRY 2013Eref Windows >0 >0U- value facade (W / m2 K) Insulated walls U<0,15 U<0,15Ucw - value (W / m2 K) Windows U <0,8 U <0,8Window area to floor area ratio >16.1 % >16.1 %Window U-value, Uw (W / m2 K) Windows U <0,8 U <0,8VENTILATIONNatural ventilation requirement Openable windows in occupied rooms (Offices,
Bedwards etc.)Window operating forceWind Load Resistance ClassWINDLocal wind data No client brief Not Applicable Basic wind velocity, vb,0
= 24 m/s. Additional data to determined during the project proposals stage
Basic wind velocity, vb,0
= 24 m/s. Additional data to determined during the project proposals stage
Basic wind velocity, vb,0
= 24 m/s. Additional data to determined during the project proposals stage
Comfort: macroclimate / microclimate Currently non-applicable Wind Tunnel Test Currently non-applicable
Definition of requirements according to code or comfort
Definitions of requirements, especially U-ValueConfirm the sun/climatic local dataCoordination with MEP cooling systems.
Definition of requirements
416_NHN_ENVELOPE_REQUIREMENTS 04.10.2016TOPIC BRIEF CODE SPECIAL TECH. REQ. FACADE L0 / L1 Facade L2/L3 ROOF DESCRIPTION
Design & Construction
1. With consideration for the building size, geometry and facade typologies, could you clarify your preferred construction system? a. Modular? Prefabricated... to what extent? b. Stick & clad? c. Other?
2. Could you clarify concerns and/or opportunities for the various interfaces? a. Curtain wall to wooden cladding b. Curtain wall to balconies c. Set-out, connection details and tolerances
3. Could you highlight potential concerns and/or opportunities for the various curtain wall preliminary design intent details, per types?
4. Could you highlight potential concerns and/or opportunities for the various timber elements preliminary design intent details? Wooden type, Profi le, Size...
5. Could you highlight potential concerns and/or opportunities for perimeter drainage / ground interface with perimeter cladding
6. Could you highlight potential concerns and/or opportunities for external roller sun shade devices to be integrated / recessed within the depth of the curtain wall
7. Could you highlight potential concerns and/or opportunities for facade access and maintenance, including eventual inspection requirements
8. Could you highlight potential concerns and/or opportunities and defi ne maximum glass pane sizes for types C & D1
9. Could you highlight potential concerns and/or opportunities for type C (wooden system) facade, including wooden types, treatment, protection, structural requirements?
10. Could you highlight potential concerns and/or opportunities for the light metal roof system, including geometry, inter faces, drainage?
Buildability
11. Could you highlight potential concerns and/or opportunities for procurement, sequencing and installation? a. Is the facade quantity within the capacity of a single manufacturer or would several manufacturers need to team up? b. Could the same contractor deliver and install both curtain wall and wooden lamella systems c. What is the time frame from ordering to fi rst delivery ready to install on site? Modular? Stick? d. What is the installation time on site? Modular? Stick?
12. Could you highlight potential concerns and/or opportunities for appropriate wood types, procurement, availability, sustainability and capacity?
LIST OF PRELIMINARY QUESTIONS FOR THE TECHNICAL DIALOG
New North Zealand Hospital, Hillerød 40Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT
Facade Technical Dialogue
New North Zealand Hospital, Hillerød 41Herzog & de Meuron - Vilhelm Lauritzen Arkitekter - Rambøll - MOE - Sintef - VOGT
Facade Technical Dialogue
New North Zealand Hospital Hillerød
This document is an instrument of service whose owner and author is Herzog & de Meuron - Vilhelm Lauritzen Arkitekter. Its use is governed by the agreement between Herzog & de Meuron - Vilhelm Lauritzen
Arkitekter and the Owner and is to be used solely with respect to this project.
Unless otherwise indicated, all material contained herein has been created by Herzog & de Meuron - Vilhelm Lauritzen Arkitekter and is therefore © Herzog & de Meuron - Vilhelm Lauritzen Arkitekter. It is a draft document that represents Herzog & de Meuron - Vilhelm Lauritzen Arkitekter design intent only. It does
not constitute a comprehensive, technically correct or coordinated document and is intended as input to the Ower’s Consultants who shall use it as defi ned in the agreement between Herzog & de Meuron - Vilhelm
Lauritzen Arkitekter and the Owner. All dimensions shall be checked on site by others.