CONSTRUCTION DESIGN -...

CONSTRUCTION DESIGN

OBJECT: ASTRONOMICAL OBSERVATORY

LOCATION: ........................................................................................................................................

INVESTOR: ........................................................................................................................................

DESIGN OFFICE: Obserwatoria Astronomiczne ScopeDome sky observatory ul. Jaśminowa 29, 76-200 Słupsk

DESIGNED BY:

architect, Aleksandra Narkowicz-Pala, MSc

civil engineer Wojciech Chaciński, MSc

electrical engineer Zbigniew Wójcik, MSc

_________________________________________________________________________Słupsk, 30 Jan 2009

1

CONTENTS

TITLE PAGE...............................................................................................................1

LIST OD CONTENTS.................................................................................................2 PRIMARY NOTES:................................................................................................3

TECHNICAL CHARACTERISTICS........................................................................5

ATTACHEMENTS.................................................................................................8• STEEL LIST• REINFORCEMENT LIST• TG PANEL SCHEME• TG PANEL LIST• TP PANEL SCHEME

TP PANEL LIST

DRAWINGS :......................................................................................................15

1. FUNDATIONS 1:25

2. GROUND FLOOR 1:25

3. CEILING I 1:25

4. CEILING II 1:25

5. OBSERVATORY LEVEL VIEW 1:25

6. DOME VIEW 1:25

7. VIEW LOOKING DOWN 1:25

8. A-A SECTION 1:25

9. B-B SECTION 1:25

10.CONSTRUCTION DETAILS

11. GROUND FLOOR – ELECTRICAL INSTALLATIONS 1:25

12.OBSERVATORY – ELECTRICAL INSTALLATIONS 1:25

13.ELEVATION VIEWS 1:65

14.REINFORCED CONCRETE STAIRS

15.STEEL STAIRS

2

PRIMARY NOTES

1. Rules of adaptation.

This ready-to-use engineering specification is distributed under public licenseagreement allowing free use, copy and change for non-profit reasons, including buildingpermit.

Commercial use requires a permit issued by desing office: "ObserwatoriaAstronomiczne, ScopeDome sky observatory ", ul. Jaśminowa 29, 76-200 Słupsk,kom.: +48 602136289, tel.:+48 59 8410191, www.scopedome.com.

In most situations this projects requires to be adapted to local conditions as well as to locallaw regulations.

2. Allowed changes.

Any design engineer is allowed to prepare mirror version of this design as well as tointroduce following changes, without asking for an author permit:

• change of foundations or ground floor level• floor height• stairs or other communication fittings• ceiling type• wall structure • colors and finish• installations

• change of windows or doors

3

TECHNICAL CHARACTERISTICS

3. Subject of elaboration.

Hereby engineering specification contains a construction design for a small astronomicalobservatory building.

4. Site conditions.

Water table is assumed to be below foundation level and the grounds at foundation basehave supportive ability. Assumed base compression (base failure) is 150 kPa.Foundation level at 1,0 m below field level around the building. The foundation shall beadapted to local conditions considering water table and ground sustainability.

5. General description.

The building performs technical function, in a form of a square base supporting anastronomical dome. Observatory is served remotely and automatically. Technical room is placed at ground floorlevel, containing peripheral fix-up of the telescope. The interior of cupola constitutes realobservatory. Access on level of cupola through external stairs. Object does not require constant staff.

4. Basic data.

Surface of building 34,30 m2

Usable area of building: 47,30 m2

Gross floor area: : 56,35 m2

Cubature: 136 m3

5. Zestawienie pomieszczeń.

4

no

0.1 TECHNICA ROOM 20,3

1 OBSERVATORY 2,7

2 TERRACE1 9,2

3 TERRACE 2 15,1TOTAL: 47,3

room name area (m2)

6. General structure characteristics.

Designed building is one-storeyed, with no basement. It has masonry structure. On thebuilding, partly at ceiling level, the masonry base is designed to carry precast 3,0mdiameter astrodome, made of synthetics (manufactured by ScopeDome).The foundation consists of reinforced concrete strips, 30 cm high and 40cm wide,reinforcement is 4#12, and Ø6 each 30cm. The structure of reinforced concrete columnbase - according to drawing descriptions.Designed foundation walls structure made of concrete blocks, width 24cm, with outerstyrofoam insulation panels, 5-8 cm thick. The walls above the ground masonry made ofaerated concrete blocks, with outer styrofoam insulation panels, 10 cm thick, coated withthin external plaster. Pier column and pier foundation 60x60cm and 40x40cm made of reinforced concrete,reinforcement #12, according to drawing descriptions. The beams made of poured concrete: P1 24X0 cm, P2 24X24 cm. The lintels are precast(L-19 lintels). The ceilings construction: reinforced concrete slabs, poured. The slabthickness is 12cm, downside wire-mesh reinfocement: #8 each 20 cm, upper side wire-mesh reinforcement Ø6 each 20cm.External stairs made of reinforced concrete, poured, stair slab width is 12 cm. Technicalstairs onto terrace made of streel with precast steps.

7. Finish.

Internal coatings of calcium-cement plaster. The ceiling in the upper part: undersidefinished with waterproof gypsum plate. The upper ceiling slab shall be insulated. It is notrecommended to use gypsum plasters. Internal floors made of anty-glide tiles or PCV.Terrace covered with anty-glide tiles, color: light gray or light blue. Railings made ofrustless steel or rustproof steel coated with anti-rust paint. The railings shall be mounted toslabs by HILTI anchors.Windowsills, sheet facings made of coated tinplates, light gray or light blue colors.

8. Coloring.

External walls coated with external plaster (eg. silica), sand or ivory color. Wall plinth and wall fragments coated with roughcast, gray or beige color. Woodwork – designed window openings filled with glass-block, blue-gray or transparent.Door made of PCV or aluminum, thermally insulated, white.

9. Protections.

Steel elements shall be protected against rust – cleared and then painted 2-3 x with anticorrosive paint and primary ground, if necessary. Protection of wood elements –impregnate with complex chemical preparation against fire, fungi and insects. 10. Thermal and humidity characteristics.

The building has simple structure. It was assumed to be locate in I climate zone (Mid andEastern Europe area). The objects has no permanent heating system, but can be

5

equipped in an optional emergency electrical heater (for electronic devices protectionagainst low temperatures and frost).Thermal penetrability coefficient is 0,29 W/K*m2 for walls and 0,50 W/K*m2 for non-insulated ceiling.

11. Installations

Ventilation by gravity – air flow through stairs and astrodome. Electric energy supply frommain electric connection outside the building. Rainfall onto field outside the building. Theobject does not require any sanitary fittings.

11.1. Energy supply cable 0,4kV.The observatory is to be supplied from a cable line, its parameters shall be adapted tothe distance from main power supply connection outside the observatory.

11.2. Panel boards.Control panel TG and TP placed as on drawing no E-04 and E-05. Panel boardsequipment based on TH-35 rail (e.g. HAGER). The boards shall be mounted in nichesinside walls, with upper side at 1,8 m over the floor. Fittings according to scheme no E-01,E-02.

11.3. Lights, outlets 230 V and 400 V.Internal electrical installations by YDY cable placed under plaster. Sockets (with protectionbolt) placed at approx. 30cm over floor. The sockets placed on a central pier column shallbe mounted at the column surface. Wiring towards pier shall be placed inside floor inflexible PCV protecting pipes.

11.4. Anti-shock protection.All installations are equipped with electric shock protection. Additional protection supportsautomatic disconnection system. The system consists of differential switches Idn=0,03Aand excess switches. The receiving installation is based on TN-S pattern. All wiring from separation point PENrequires N conduit insulation. Careful wire insulation is required when connecting lightingfittings All one-phase outlets/sockets shall be bipolar and have protective bolt.

The main equalizing rail shall be placed close to control panel TG. The rail shall beconnected to observatory equipment made of metal, which normally are not under voltage.Equalizing cables made of copper LY10mm2 w RVS 18 p/t. Main rod shall be grounded.

11.5. Lightning rod installation.

The necessity of installing a lightning conductor depends upon local conditions and shallbe determined by an electrician. Electric installation shall be shielded as a protection incase of thunder.

11.6. Calculations.

Control panel TP – first floor

no Fitting name Installed power Pi (kW)

G1 outlets 230V 2,0G2 outlets 230V 2,0

6

M engine 2,0G4 outlets 230V 2,0O1 Lighting 0,2

total Pi 6,2TP control panel peak power:

Psz=∑kj*Pikj=0,7Psz=0,7*6,2kW=4,3kWIsz=Psz/(1,73*U*cosφ)=4,3kW/(1,73*0,4*0,93)=6,7 A

1. TP Panel protection – insulated breaker switch with safety catch 20A. Wiring fromTG to TP by conduit YLY5x4mm2.

2. Voltage decrease at cable entry :

δu=100∗P∗l

γ∗S∗U2=

100∗4,3kW∗103∗5m

54∗m

mm2∗4mm

2∗ 400V 2

=0,1

Control panel TG – ground floor

no Fitting name Installed power Pi (kW)

G1 outlets 230V 2,0G2 outlets 230V 2,0G3 outlets 230V 2,0GE1 Electric heater socket 2,0GE2 Electric heater socket 2,0O1 Lighting 0,2

total Pi 10,2TG control panel peak power:

Psz=∑kj*Pikj=0,6Psz=0,6*10,2kW=6,1kWIsz=Psz/(1,73*U*cosφ)=6,1kW/(1,73*0,4*0,93)=9,5A

TG Panel protection – insulated breaker switch with safety catch 20A.

Total power

Total peak power:Psz=kj*(PszTP+PszTG)zakłada się kj=0,8Psz=0,8*(4,3kW+6,1kW)=8,3kW

Peak current of observatory supply conduit:Isz=Psz/(1,73*U*cosφ)=8,3kW/(1,73*0,4*0,93)=12,9A

Wiring and protection calculations Permissible conduit sizes and their max protection charge limits (according to PN-IEC60364-5-523:2001 standard):

7

CONDUCTORS AND SAFETY No

Conduit type section [mm2] Long term load [A] Max permissibleprotection[A]

1 YKY 5x16 76 632 YDY 5x4 27 253 YDY 5x2,5 24 204 YDY 4x1,5 17,5 165 YDY 3x1,5 19,5 166 YDY 2x1,5 19,5 167 YDY 3x2,5 27 25

12. Fire protection.

The observatory is a low, simple structure building, technical function. Designed walls,ceilings and finishes fulfill fire protection requirements. It is recommended to fit the buildingwith a fire extinguisher 2 kg (or 3 dm3).

author:

architect Aleksandra Narkowicz-Pala, MSc

electrical engineer Zbigniew Wójcik, MSc

Słupsk, 30 Jan 2009 r.

8

9

steel element list

NR PROFILlenght quantity weight 1m weight 1item

weight

total

mm item kg/m. kg kg

1 side beam of steel stairs 2300 2 26,60 61,18 122,36

CHANNEL IRON 220

2 precast steel step width 240mm lenght 1000mm 1000 8 - - -

3 stell railings L=35,88 mb 358800 1 - - 0,00

total kg 122,36

handrail Ø 50

10

reinforcem ent list

LENG

HT

DIA

METE

R

TOTAL LENGHT- running m etresELEMENT QUANTITY total

ROD NO by quantity

elem ent

Ø cm item item Ø6 A-0 #8 A-III #12 A-III #10 A-III #16 A-III

1 12 3000 4 4 120,0

2 6 108 100 100 108,0

6 12 150 4 4 6,0

item 1 4 6 200 5 5 10,0

3 12 225 6 6 13,5

4 6 164 19 19 31,2

item 1 5 6 164 19 19 31,2

1 12 290 4 4 11,6

2 6 126 13 13 16,4

item 1

1 10 333 4 4 13,3

2 6 66 19 19 12,5

item 1

1 12 500 4 4 20,0

2 16 531 5 5 26,6

item 1 3 6 91 60 60 54,6

2 6 78 15 15 11,7

7 12 330 2 2 6,6

8 12 344 2 2 6,9

item 1

1 12 2020 4 4 80,8

2 6 78 68 68 53,0

item 1

1 10 950 4 4 38,0

item 1 2 6 72 32 32 23,0

1 8 2830 13 13 367,9

2 8 1640 13 13 213,2

3 6 115 19 19 21,9

3 6 223 16 16 35,7

4 8 336 6 6 20,2

item 1 5 8 289 6 6 17,3

1 8 268 7 7 18,8

2 8 286 26 26 74,4

3 8 622 15 15 93,3

4 8 477 2 2 9,5upper

w ire-

mesh 6 286 33 33 94,4

item 1

upper

w ire-

mesh 6 622 17 17 105,7

1 8 222 15 15 33,3

2 8 488 13 13 63,4

item 1 3 8 228 13 13 29,6

4 8 486 12 12 58,3upper

w ire-

mesh 6 228 30 30 68,4

upper

w ire-

mesh 6 486 25 25 121,5

12 20 2 2 4,8ANCHORS M12 (steel

stairs)4 item 12 24 2 2 5,8

ANCHORS M10

(dom e)14 item

10 20 16 16 32,0

TOTAL m . 746,1 999,3 329,0 83,3 26,6

WEIGHT 1m kg 0,22 0,39 0,89 0,62 0,89

w eight by diameters kg 165,52 394,09 291,93 131,44 53,01

STEEL TOTAL kg

BEAM W2

COLUMN SŻ 2 40X40

item 1

LENG

HT

DIA

METE

R

STRIPS

TOTAL LENGHT- running m etresNAME

ELEMENT

1036,0

SPOT FOOTING 80X80 FOR PIER & COLUMN

SŻ 2

COLUMN SŻ 1

BEAM P1

UPPER SLAB

STAIRS

COLUMN SŻ 2 60X60

BEAM P2

BOTTOM SLAB

BEAM W1

TG Control Panel element list, ground floor:

symbol Name Descrription Quantity manufacturer

1 EN 145 transitional relay, 12/24V, 5A, 1P (with LED) 1 HAGER

F1 L73H Breaker switch, insulated, D02, 3 x 63A 1 HAGER

F2 L73H Breaker switch, insulated, D02, 3 x 63A 1 HAGER

F3 MB110A Excess breaker/switch, 6kA, B, 1-polar, 10A 1 HAGER


F5 CD426J Differential switch 25A, 30mA, 4-polar, AC type 1 HAGER







H1 SVN127 Signal lamp, triple, red 230V AC 1 HAGER

K1 ES220 Contact 230V, 2Z/25A 1 HAGER

P1 EG071 7-day digital clock//timer, 1P/16A. 1 mod. 1 HAGER

Q1 HA402 overcharge breaker switch, modular, 4-polar, 40A 1 HAGER

Q2 SPN415 over voltage shield switch, C, 4-polar, TN-Scabling

1 HAGER

12

TP Control Panel element list:

symbol Name Descrription Quantity manufacturer






F6 MM509N Engine switch 4,0-6,3 A 1 HAGER

H1 SVN127 Signal lamp, triple, red 230V AC 1 HAGER

Q1 SB440 breaker switch, modular, 4-polar, 40A 1 HAGER

Q2 SPN415 over voltage shield switch, C, 4-polar, TN-Scabling

1 HAGER

14

BB

A

A

civil eng. Wojciech Chaciński

ARCH-STRUCTUREELECTRICITY

CONSTRUCTION

DATA:

1:2501/2009BK.II.F.7342/64/94, PO-0343

POM 0161/POOK/03, POM BO/0076/04 DESIGNOBSERVATORY

AN 8346/172/86, POM/IE/5424/01

arch.Aleksandra Narkowicz-Pala FOUNDATIONS 1

electr. eng. Zbigniew WójcikLICENSE:

LICENSE:

LICENSE:

ARCHITECTURE:

STRUCTURE:

ELECTRICITY:

40 439 40

12

40 143 35 2 80 179 40

40 439 40

60

40439

40247

5

40179

80180

40124

6122

40439

40119

5

29187

1060

10188

29

12 240 239 12

635

763

12239

239

12

503

132

503

524

198

820

7222

245

24 150 15 20210 60 10 188 24

5 24 230 24 201 24

5 24 206 20 229 24 5

503

STOPA BETONOWA

STOPA BETONOWA

2

1

3

A B C

SŻ2 60x60

SŻ1 20x20

foundation grounding made of steel band 25x4conduted vertically min. 5cm over foundation bottom

earth outlet from foundations d. 3. c`a 2m

FOUNDATION LEVEL: 1,0 mBELOW GROUND AROUNDTHE BUILDING

FOUNDAMENT STRIPS ANDSPOT FOOTING:CONCRETE B20STEEL A-III (34GS), A-0 (St0S)

FOUNDAMENT WALLS:CONCRETE B20OR CONCRETE BLOCKS WITHEXTERNAL STYROFOAMINSULATION th. 5cm

Lk

(73

)

250

150

Dz

110

205

BB

A

A

DATE: 2GROUND FLOOR


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132

612

2

5

34 455 34

238 161 124

5

773

4925

7625

7625

7625

7625

292

5

523

10 12 240 239 12 10

645

1012

239

239

137

7

41 25 79 25 79 25 79 25 79 25 41

10 24 198 60 198 24 10

34 261 194 33

10 24 7 223 24 201 34

455

455

34

523

250

1024

197

6019

724

132

5015

073

2562

2561

2517

3411

57

455

204

2422

7

-0,03

-0,01

±0,00=

-0,03

NICHES IN STYROFOAMINSULATION;

KEEP SLOPE TOWARDSOUTSIDE

(DECORATION)CONCRETE BASE

24X40X30(underneath beam)

CONCRETE BASE24X40X30(underneath beam)

CONCRETE BASE(underneath beam)

WIRING NICHE-PREPARE DURINGCONCRETE POURING

PIER

A B

2

1

3

C

2xL19/150

2xL19/1

80

SŻ1 20x20

1,5%

P2 24x24

P1 2

4x3

0

SŻ2 60x60

P1 2

4x3

0

8X18,76/23

6X18,76/23

ENTRANCE

OBSERVATORY ENTRANCE

ELECTRICALPANEL BOARD

optional electric heater

opctional electric heater

ventilation "Z" typeunder the slabcanal pcv Ø 20

grille at both sidesPCV 15X20

EXTERNALL MASONRY WALLSMADE OF AIRED CONCRETE

EXTERNAL INSULATION- STYROFOAMPANELS thick 10cm

TECHNICAL ROOMTECHNICAL ROOMTECHNICAL ROOMTECHNICAL ROOM1111PCV/TILESPCV/TILESPCV/TILESPCV/TILESA: 20,3 m2A: 20,3 m2A: 20,3 m2A: 20,3 m2

BB

A

A

3CEILING I


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STRUCTURE: eachNSTRUCTION

24

140

297 182 34

249 24

286

10

10

10

10

50

3

47

7

12

47

91

2285

268

50

32

60

297

12 285 194

40

15

03

13

62

2

16

16

18

18

20

20

20

20

36

42

02

02

02

02

02

02

02

02

01

71

7

47

9

12 20 20 20 20 20 20 20 20 20 20 13 14 12 12 12 17 5

39 110 148

189

1010

82

30

12

20

20

20

20

20

20

20

20

20

20

16

42 25

54

25

5 42 3

25

12

51

5

23

04

22

40

12

2

10 278 115 120

KEEP DISTANCEBETWEEN COLUMNAND SLAB min. 1,5cm

WIRING NICHE

W1

W1 24x24

W1 24x24

W1 24x24

W1 24x24

PIER

P1

24

x3

0P

1 2

4x

30

W1 24x24

2

2xL19/150

P2 24x24

3

4

1

A B

2

1

3

C

26x Ø8 each 20cm, l=2860

5#8 each 10cm

3#8 each 1

0cm

2x

Ø8

ea

ch 2

0c

m,

l=4

77

0

7x Ø8 each 20cm, l=2680

15

x Ø

8 e

ach

20

cm

, l=

62

20

CEILING SLAB 1 - BOTTOM REINFORCEMENTS (upper reinforcement: wire-mesh rod Ø6 each 20 cm)

CONCRETE B20STEEL A-III (34GS) A-0 (St0S)

outline of wall on the slab



empty


#8 at the bottom, each 20cmslab thickness t=12cmb

eam break

NOTE- THE WALLS STAYING ONTO SLABS SHALL BEMADE OF LIGHT AERATED CONCRETEINSULATION- STYROFOAM 10cm thick

8 x 18,0 = 1,44 m

1 2 3 4 5 6 7 8

BB

A

A

4CEILING II


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DATE:

233

235

522

250

20 20 20 20 20 20 20 20 20 20 20 10 10 10 10 20 20 20 20 20 20 20 20 20 20 15

523

10

222

486

486

10

228

275

10

19

10

10

10

10

10 272 207 24 10

207 42 5 202

1213

20

20

20

20

20

20

20

20

20

20

15

11

271

288 115 120

40

150

61

503

1213

20

20

20

20

20

20

20

20

20

20

14

13

20

20

20

18

18

18

18

18

18

18

18

18

18

12

132

503

115

TECHNICAL STEELSTAIR

WIRING NICHE

KEEP DISTANCEof min. 1,5cm

BETWEEN PIERAND SLAB

each NCRETEBASE24X40X30(underneath beam)

each NCRETEBASE

24X40X30(underneath beam)

W1 24x24

W1 24x24

W1 24x24

zarys ścianki na stropie

PIER

2xL19/180

P1 24x30

W1 24x24

W1 24x24

1

2

4

3

A B

2

1

3

C

P1 24x30

CEILING SLAB 2 - BOTTOM REINFORCEMENTS (upper reinforcement: wire-mesh rod Ø6 each 20 cm)

#8 at the bottom each 20cmslab thickness t=12cm

3#8 each 10cm

15x Ø8 each 20cm, l=2220

3#8 each 10cm

2#8 each 10cm

3#8 each 10cm

13x Ø8 each 20cm, l=4860

12x Ø8 each 20cm, l=4860

15x Ø8 each 20cm, l=2280

5#8 each 10cm

5#8 each 10cm

each NCRETE B20STEEL A-III (34GS) A-0 (St0S)

NOTE- THE WALLS STAYING ONTO SLABS SHALL BEMADE OF LIGHT AERATED CONCRETEINSULATION- STYROFOAM 10cm thick

Z1

135

80

DS

192

100

6 x 23,7 = 1,42 m

1 2 3 4 5 6

8 x 18,0 = 1,44 m

1 2 3 4 5 6 7 8

BB

A

A

5OBSERVATORY LEVEL VIEW


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271

81

116

290

34

91

40

91

34

240 239

239

239

116 290 116

222

72 150

79

124

25

10 24 91 40 91 24 10

128 144 251

+2,60

+4,25

+2,60

+4,25

+4,25

R= 123,0

STEEL RAILINGS

H=1,10m

TECHNICAL STEEL

STAIRS

TECHNICAL STAIRS

LADDER TYPE OR

FOLDED

WIRING NICHE

AN INTERNAL SHELTER

UNDERNEATH

FLOOR

AN EXTERNAL SHELTER

FOR EQUIPMENT

UNDERNEATH TERRACE

CLOSED BY A FOLDING

AL SHUTTER

RAILING

H=1,10m

TABLICA

ELEKTRYCZNA

W2 24x20

W2 24x20

W2 24x20

W2 24x20

PIER 40x40

A B

2

1

3

C

TOWARDS GROUND

FLOOR

TOWARDS

OBSERVATORY TERRACE

TO OBSERVATORY

WALLS TO CARRY A DOME

RAISED ONTO SLABS, MADE OF

LIGTHTWEIGHT AERATED CONCRETE

EXTERNAL INSULATION - STYROFOAM 10cm thick

TERRACE 1TERRACE 1TERRACE 1TERRACE 12222TILESTILESTILESTILESA: 9,2 m2A: 9,2 m2A: 9,2 m2A: 9,2 m2

OBSERVATORYOBSERVATORYOBSERVATORYOBSERVATORY1111PCVPCVPCVPCVA: 3,5 m2A: 3,5 m2A: 3,5 m2A: 3,5 m2

TERRACE 2TERRACE 2TERRACE 2TERRACE 23333TILESTILESTILESTILESA: 15,1 m2A: 15,1 m2A: 15,1 m2A: 15,1 m2

6 x 23,7 = 1,42 m

1 2 3 4 5 6

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A

A

6DOME VIEW


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STRUCTURE:

269300

R=123,0

POSSIBLE FLAP

OVER STAIR OPENING

PIER

W2 24x20

W2 24x20

W2 24x20

W2 24x20

3. STEEL ANCHORS MADE OF SCREWED ROD Ø10-12,

PREVIOUSLY MOUNTED IN CONCRETE BEAM

ANCHOR A DOME AT MIN. 6 POINTS OF WALLS

- RECOMMENDED - AT 8 POINTS.

PREMISSED ANCHOR TYPES:

MINIMAL DIAMETER Ø10, MINIMAL ANCHOR DEPTH 15cm.1. PRECAST STRETCHER ANCHORS

2. SYSTEM PRECAST HILTI CONCRETE ANCHORS

HY 150+HAS-E M10x90/21

CIRCULAR BEAM

W2 24X20, REINFORCEMENT4#10, Ø6 each 30cm

BB

A

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7VIEW LOOKING DOWNDATE:


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STRUCTURE:

523

262 261

261

262

111

300

111

288 235

645

523

122

112 300 111

R=150,0

REVOLVING ASTRO DOME

MADE OF LAMINATE


ARCH-STRUCTURE

1:2501/2009BK.II.F.7342/64/94, PO-0343



LICENSE:

ARCHITECTURE:

STRUCTURE:

A-A SECTION 8

eachNSTRUCTION

DATE:

300

10 24 222 24 10

18

205

20

12

53

20

80

+4,65

153

728

100

415

73

240

±0,00

60

-0,03

152

30

83

20

235

12

85

140

25

-1,03

+2,60

+4,85

+4,12

73

+4,25+4,25

93

225

235

83

10

55

235

12

13

165

+4,50

18

80

412

38

+2,23

+3,88

-0,03

+2,47

73

27

208

12

153

SHEET FACING15cm wide


W2 24x204#10

Ø6 each 0,3m

W1 24x244#12Ø6 each 0,3m

W1 24x244#12Ø6 each 0,3m

W1 24x244#12

Ø6 each 0,3m


PLITH FINISH- ROUGHCAST

PROTECT WITHCEMENT ROUGH COATING

CONCRETE PAVER

LIGHT CONCRETE10cm thick

HORIZONTAL SEAL:2XDAMPPROFFING ASPHALT

VERTICAL SEAL:2xBITUMINOUS SEAL

ANCHORS FOR DOME

TINPLATE SHEET400X400X3

4xANCHOR FORTELESCOPE MOUNT

USE SEALANT AT RIM

DOME

114,2114,2 17,917,9

PIER

PIER

1 - 4#12

14

2890

3 - 4#12

2250

1490

6 - 4#12

14

terrain

terrain

FOUNDAMENT STRIPS AND SPOT FOOTING:CONCRETE B20STEEL A-III (34GS), A-0 (St0S)

FOUNDAMENT WALLS:CONCRETE B20OR CONCRETE BLOCKS WITHEXTERNAL STYROFOAM INSULATION th. 5cm

WALLS OVER GROUND - MASONRY MADEOF AIRED CONCRETE

WOODEN ELEMENTS LAYINGONTO CONCRETE SHALL BE PROTECTEDWITH PAPER OR FOIL

THE HEIGHT OF PIER ACCORDINGTO TELESCOPE TYPE

TECHNICAL ROOM

SHELTER

bottom level of shutter (window)

PCV COVERING, STICKED OR TILESCEMENT SLAB 4cm thick, LEVELED, REINFORCEDWITH WIRE-MESH1X PCV FOIL ON THE LOOSESTYROFOAM PANELS 5cm thick1X PCV FOIL ON THE LOOSE2xDAMPPROFFING ASPHALT OR FOIL, STICKEDLIGHT BETON SLAB, 10cm thickCONDENSED SAND FILLING 25cm thick

TILESCEMENT SLAB 4cm thick, LEVELED, REINFORCEDWITH WIRE-MESH1X PCV FOIL ON THE LOOSESTYROFOAM PANELS 5cm thick1X PCV FOIL ON THE LOOSE2xDAMPPROFFING ASPHALT OR FOIL, STICKEDREINFORCED CONCRETE SLAB, 12cm thickPLASTER


TILES2X LIQUID WATERPROFING FOILCEMENT SLAB 4cm thick, LEVELED, REINFORCEDWITH WIRE-MESH1X PCV FOIL ON THE LOOSESTYROFOAM PANELS 5cm thick1X PCV FOIL ON THE LOOSE2xDAMPPROFFING ASPHALT OR FOIL, STICKEDREINFORCED CONCRETE SLAB, 12cm thickPLASTER


ARCH-STRUCTURE

1:2501/2009BK.II.F.7342/64/94, PO-0343



LICENSE:

ARCHITECTURE:

STRUCTURE:

B-B SECTION 9DATE:

eachNSTRUCTION

+4,12

+2,23

+4,25

±0,00-0,03

-1,03

103

235

12

178

25

+4,50

-0,03

488

+4,85

177

25

+2,60

+3,88

5053

223

1083

1055

217

30135

1812

5320

80

+2,23

24

+2,17

93225

2195

38

3053

20395

512

13

100

238

250

+3,82

+2,47


USE SEALANT AT RIMUSE SEALANT AT RIM

W2 24x204#10

Ø6 each 0,3m

W2 24x204#10Ø6 each 0,3m

W1 24x244#12Ø6 each 0,3m

W1 24x244#12Ø6 each 0,3m

W1 24x244#12Ø6 each 0,3m


DECORATIVENICHE


HORIZONTAL SEAL:2XDAMPPROFFING ASPHALT

PROTECT WITHCEMENT ROUGH COATING

VERTICAL SEAL:2xBITUMINOUS SEAL



ANCHORS FOR DOME

TINPLATE SHEET400X400X3

PIER

TILESCEMENT SLAB 4cm thick, LEVELED, REINFORCEDWITH WIRE-MESH1X PCV FOIL ON THE LOOSESTYROFOAM PANELS 5cm thick1X PCV FOIL ON THE LOOSE2xDAMPPROFFING ASPHALT OR FOIL, STICKEDREINFORCED CONCRETE SLAB, 12cm thickSTYROFOAM 5cm thickWATERPROOF GYPSUM PLATEPLASTER

PIER

DOME


TILES2X LIQUID WATERPROFING FOILCEMENT SLAB 4cm thick, LEVELED, REINFORCEDWITH WIRE-MESH1X PCV FOIL ON THE LOOSESTYROFOAM PANELS 5cm thick1X PCV FOIL ON THE LOOSE2xDAMPPROFFING ASPHALT OR FOIL, STICKEDREINFORCED CONCRETE SLAB, 12cm thickSTYROFOAM 5cm thickWATERPROOF GYPSUM PLATEPLASTER bottom level of shutter (window)

P1 24x30

P2 24x24

P1 24x30

SŻ1 20x204#12, Ø6 each 18cm

INTERNAL SHELTER EXTERNAL SHELTER

FOUNDAMENT STRIPS AND SPOT FOOTING:CONCRETE B20STEEL A-III (34GS), A-0 (St0S)

FOUNDAMENT WALLS:CONCRETE B20OR CONCRETE BLOCKS WITHEXTERNAL STYROFOAM INSULATION th. 5cm

WALLS OVER GROUND - MASONRY MADEOF AIRED CONCRETE

WOODEN ELEMENTS LAYINGONTO CONCRETE SHALL BE PROTECTEDWITH PAPER OR FOIL

THE HEIGHT OF PIER ACCORDINGTO TELESCOPE TYPE

PCV COVERING, STICKED OR TILESCEMENT SLAB 4cm thick, LEVELED, REINFORCEDWITH WIRE-MESH1X PCV FOIL ON THE LOOSESTYROFOAM PANELS 5cm thick1X PCV FOIL ON THE LOOSE2xDAMPPROFFING ASPHALT OR FOIL, STICKEDLIGHT BETON SLAB, 10cm thickCONDENSED SAND FILLING 25cm thick

terrainterrain

TECHNIOCAL ROOMTECHNICAL ROOM


ARCH-STRUCTURE

CONSTRUCTION

1:2501/2009BK.II.F.7342/64/94, PO-0343



LICENSE:

ARCHITECTURE:

STRUCTURE:

10DATE:CONSTRUCTION DETAILS

60

60

15

4

40

4

15

40

80

80

24

20

20

20

24

24

40

24

-1,03

-0,10

10

30

63 2

4

24

6#12

4#12

4#12

4#10

4#10

4#12

4#12 4#12


ANCHOR Ø10FOR DOME MOUNT

WIRING NICHEapp. 15X4

WIRING NICHEapp. 15X4

HORIZONTAL SEAL:2XDAMPPROOF ASPHALT

VERTICAL SEAL:2-3xBITUMINOUS SEAL

sym.

3

555

28

55

28

49

49

4

1

2

55

29

29

size 80x80 size 20x20

4#12

5#16

60 Ø6

1

2

3

1 4#12 l=500 A-III500

13 Ø6 each 18cm

19 Ø6 each 18cm

2 5#16 l=513 A-III49312

3 l=91 A-026

30

1512

V1 P1 V2-1

9

0.0

-22

0.0

A

2 5#16

1 4#12

10x18

4x10

5

4x10

5 10x18

A-A

24 456 24

2460 Ø6

steel

sym.

6

29l=126

4#12 A-III289014

29

l=29041

2

3

4

5

13 Ø6 A-0

6#12 A-IIIl=2250 2250

19 Ø6

19 Ø6

l=164

l=164

28

49

28

49

A-0

A-0

Ø6 each 18cm, l=78

4

6

4#12 A-III

146 1490l=1504

55

14

17 2

1

rods

beam p2

shape

55

14

2

Ø6 each 30cm, l=78

Ø6 each 30cm, l=72

14

1

55

17 2

shape

Ø6 each 30cm, l=108

17

1

steel

26

23

55

1

2

rods

shape

55

17 2

17

l=3300

7

A-III7 3300

8

A-III

14 3300l=3440

2#12

8 2#12

CONCRETE B20STEEL A-III (34GS)

A-0 (St0S)

strip foundationbeam p1

size 24x24

circular beam W2

sym. rods

steel

size 24x24

main beam W1

column (pier) spot footing

column (pier) upper part column SŻ2 (pier) bottom part

size 24x30 size 30x40

size 40x40 size 60x60 size 24x20

column SŻ1

Ø6 each 18cm, l=66

19 Ø6 every 18cm


ARCH-STRUCTURE

CONSTRUCTION

1:2501/2009BK.II.F.7342/64/94, PO-0343



LICENSE:

ARCHITECTURE:

STRUCTURE:

13DATE:

ELEVATION VIEWS

SIDE VIEW

SIDE VIEW

FRO

NT VIEW

BACK VIEW


ARCH-STRUCTURE

CONSTRUCTION

1:2501/2009BK.II.F.7342/64/94, PO-0343



LICENSE:

ARCHITECTURE:

STRUCTURE:

14DATE:REINFORCED CONCRETESTAIRS

124 23 23

122 2

2

+2,60

-1,03

+1,47

1876

1876

2

24 201 24 230 24

235

127

30

73

235

12

841

30

70

30

106

12

2110

263

110

100

263

-0,03-0,03

+1,47

124

2

2

1876

1876

283

40

150

5 24 229 20

10 24 249

30

70

30

120

110

-1,03

-0,03

120 23 23

12

10

30

206

12

2

-0,01

W1 24x244#12Ø6 each 0,3m

W1 24x244#12

Ø6 each 0,3m

RAILING h=1,10mRUSTLESS OR RUSTPROOF STEELOR COATED WITHANTI-CORROSIVE PAINT

RAILING h=1,10mRUSTLESS OR RUSTPROOF STEELOR COATED WITHANTI-CORROSIVE PAINT

RAILING h=1,10mRUSTLESS OR RUSTPROOF STEEL

OR COATED WITHANTI-CORROSIVE PAINT

SHEETFACING15-20cm wide

CONCRETE STRIPBASE24X24

CONCRETE STRIPBASE24X24

#8 each 20cm, l=3360

#8 each 20cm, l=2890

#8 each 10cm, l=1640

#8 each 10cm, l=2830



5

6X18,76/23

880

70

5

4

1650

3

400

720

4

1240

50

1040

2550

2380

1

400

50

50

8X18,76/23

3

1,5%

1240

terrain

PAVER ONTO SAND -CEMENT FILLING(keep slope 1,5% towards ouside)

TILES2XLIQUID WATERPROOFING FOILCONCRETE SLAB 2cm thickPLASTER

TILES2X LIQUID WATERPROFING FOILCEMENT SLAB 4cm thick, LEVELED, REINFORCEDWITH WIRE-MESH1X PCV FOIL ON THE LOOSESTYROFOAM PANELS 5cm thick1X PCV FOIL ON THE LOOSE2xDAMPPROFFING ASPHALT OR FOIL, STICKEDREINFORCED each NCRETE SLAB, 12cm thickPLASTER

rods alternately

CONCRETE B20STEEL A-III (34GS), A-0 (St0S)

TILES2XLIQUID WATERPROOFING FOILCONCRETE SLAB 2cm thickPLASTER


ARCH-STRUCTURE

CONSTRUCTION

1:2501/2009BK.II.F.7342/64/94, PO-0343



LICENSE:

ARCHITECTURE:

STRUCTURE:

15DATE:STEEL STAIRS

+4,25

+2,60

24

18

22

15

12

6

6

191

15

204

16

25

RAILING h=1,10m

RUSTLESS OR RUSTPROOF STELL

OR COATED WITH

ANTI-CORROSIVE PAINT

SHEET FACING

PRECAST STEEL STEP

SIDE BEAM

CHANNEL IRON 220

USE SEALANT

2x SCREW M12 L=24

WITH TUBE

OR HILTI ANCHOR

2x SCREW M12 L=20

OR HILTI ANCHOR

9X18/24

CONSTRUCTION DESIGN -...

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