Ateco Geodesic Dome Drawings for Information

16

15

14

13

12

11

10

9

8

7

6

5

SAFETY CAGE

L

4

3

2

1

A

L

ROOF ACCES & WING PLATFORMS SAFETY CAGE ROOF ACCES & WING PLATFORMS DOME STRUCTURE K

K

J

J

BIRD SCREEN

E TANK SHELL

I

I

SUPPORT DETAIL DETAIL - D

ELEVATION

SUPPORT ASSEMBLY

EXTRUDED EPDM GASKETS ACCORDING TO ASTM D1418 EXCELLENCE GENERAL CLIMATE AND OZONE RESISTANCE

8mm THK. CLEAR AKRYLIC SKYLIGHT PANEL H

AB BOLT M6X20 304S.S. HHB W/WASHER & GASKET H

DOME SHEET/PANEL EXTRUSION BOLT CHANNEL FLAME PROOF CONNECTION

G

G

CORROSION RESISTANT HIGH STRENGTH AlMgSi ALUMINIUM ALLOY FOR MAIN STRUT AND CLAMP BAR

INTERLOCKING PANELS WITH METAL-TO-METAL CLAMPING ASSURES MAXIMUM PANEL STRENGHT.

8mm THK. CLEAR AKRYLIC SKYLIGHT PANEL

A A

F

SUPPORT ASSEMBLY

REINFORCEMENT TO PREVENT LOCAL BUCKLING OF THE PROFILE

GAUGE HATCH

F

HUB COVER

ROOF ACCES & WING PLATFORMS

SECTION A - A

E

DETAIL - B

DOME BEAM

DETAIL - C

E

BATTEN BAR GAUGE HATCH

DETAIL - E

D

D

D C

DETAIL - A

C

C

TYPICAL NOZZLE

PLAN

B

B

B

THIS DRAWING IS THE PROPERTY OF AKTEK. IT IS NOT TO BE TRACED, COPIED OR PUBLISHED WITHOUT THEIR WRITTEN CONSENT OR TO BE MISUSED IN ANY WAY.

Geodesic Dome

A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

DATE

DESCIPTION :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

DATE

DOCUMENT NO :

GENERAL ARRANGEMENT DRAWING

15

14

13

12

11

10

9

8

7

6

0

PURCHASE NO :

X

REVISIONS

16

REVISION NO

ATC100.DWG.TYP.M.101

5

4

3

2

1

A

AB BOLT M6X20 304S.S. HHB STAINLESS STEEL (1,4301) SEALING SCREWS WITH EPDM GASKET (WEATHER GUARD DOMED) W/WASHER & GASKET GRIPSTRUT WALKWAY TO NON-SKID WALKWAY W/HANDRAIL ON BOTH SIDED TO APEX , AS SHOWN

CL DOME


GENERAL MATERIAL SPECIFICATIONS

DOME SHEET/PANEL AB BOLT WEATHER GUARD DOMED WASHER BATTEN BAR (CLAMP BAR)

BATTEN BAR (CLAMP BAR)

ALUMINIUM HANDRAIL

FLAME PROOF CONNECTION

DOME PANEL

ALUMINIUM RAMP

TOP OF DOME


WEATHER GUARD DOMED WASHER EPDM GASKET

BATTEN RIB (TYPICAL)


BEAM / STRUT 7796,11

PRIMARY SEAL SECONDARY SEAL

AB BOLT

EXTRUSION BOLT CHANNEL

BOX BEAM-TYPE ALUMINIUM STRUT EXTRUSION WITH HIGH TORSIONAL STIFFNESS TO PREVENT TORSIONAL BUCKLING

TOP OF TANK

No 100 101 102 103 200 201 202 203 204 300 400 500 501 502 600 601 701 702 703 704 705 706 707

DOME SHEET/PANEL


DOME BEAM DOME BEAM

SECTION A-A

DOME BEAM 24941,11

Tank Diameter Tank Height Tank Volume Stored Product

140 ft [ 42672 mm] 56,25 ft [ 17145 mm] 154213 bbl(oil) [ 24518 m3 ] GASOLINE

CIRCULAR HUB COVER

DOME SHEET(PANEL (1,2mm)

HUB COVER CLIPS

SILICONE SEALANT AROUND EACH GUSSET COVER 17145

24941,11

TK-239

W/WASHER & GASKET (304S.S. HHB

)

Item Struts Batten Bar Support Beam Backing Profiles Skin Panels Accessories Panels/Nozzle Plates Gusset Top/Bottom Plates Gusset Hub Cover Sub-Structural Connection Plates Dome Walkway/Platforms/Handrail Sky-Light Support/Anchor Isolation Pad Antifriction Isolation Bearing Pad Sealant Gasket Aluminium Huck Pin Aluminium Huck Collar Stainless Steel Huck Pin Stainless Steel Huck Collar Shoe Support Bolts SS I -Bolts Batten Screws

Material AA.6061-T6 AA.6061-T6 AA.6061-T6 AA.6061-T6 AA.3003-H16 AA.3003-H16 AA.6061-T6 / AA.5484-H34 AA.3003-H16 AA.6061-T6 / AA.5484-H34 AA.6063 Clear Acrylic CS/SS304 CS/SS304 CS/SS304 Hybrid/Silicon Sealant Silicon Extruded AA 7075-T73 / OR SS300 SERIES ALU AA.6061 HEAT TREATED CRES. CRES. SS.304 SS.316 SS.304 / SS.302

Description Mill Finish Mill Finish Mill Finish Mill Finish Mill Finish Mill Finish Mill Finish Mill Finish Mill Finish Mill Finish 8 mm / Alternative Polycarbonate

DESIGN & LOAD INFORMATIONS Applied Code 001 002 003 Design 004 Loads 005 006 007 Design Temperature Ventilation Supporting Pressure Vacuum Tension Ring Electrical Grounding Tank Construction New/Existing Tank

SILICONE SEALANT BETWEEN GUSSET PLATE AND PANEL AT ENDS OF BATTEN BAR

TOP OF BOTTOM

CIRCULAR FORMED TOP GUSSETS (NODE PLATE)

SILICONE SEALANT BETWEEN HUB COVER AND PANEL CORNER

GROUND

FLANGE TO GUSSET EACH END 4 TOP AND 4 BOTTOM

BATTEN BAR (ALUMINIUM)

I FOR

TION A M FOR

N

ALUMINIUM DOME BEAM 150mm DEEP BEAM (TYPICAL)

ELEVATION (ACCESSORIES NOT SHOWN)

WINDGIRDER (BY OTHERS)

CIRCULAR FORMED BOTTOM GUSSETS (NODE PLATE) GASKET BETWEEN HUB COVER TYPICAL GUSSET JOINT AND PANEL (SPECIAL) DOME STRUCTURE

SECTION B-B BATTEN BAR (ALUMINIUM)

24" MANWAY SLIDING SUPPORT FLASHING

LOW FRICTION PADS

GUSSET COVER (TYPICAL AT U.N.O.) TENSION RING

STEEL TENSION /COMPRESSION RING


8 mm THK. CLEAR ACRYLIC SKYLIGHT PANEL (TYPICAL) See. Dwg. ATC-100-DWG.TYP.M005 (Detail-5)

CIRCULAR FORMED BOTTOM GUSSETS (NODE PLATE)

GUSSET COVER (PERIPHERAL) (TYPICAL AT PERIMETER)

BOLT BIRD SCREEN

GAUGING / TANK TOP PLATFORM

CLAMPING BAR

24" FREE VENT

SPACER PLATE

CL WALKWAY

STEEL TENSION / COMPRESSION RING

DOME TOP PLATFORM

SUPPORT BAR CENTER SAFETY LINE SUPPORT AT DOME APEX

B A

B

SECTION C-C

LOW FRICTION PADS

SLIDING SUPPORT

TANK SHEEL

A STEEL TENSION / COMPRESSION RING


SPACER PLATE

DOME SHEET/PANEL ALUMINIUM DOME BEAM 150mm DEEP BEAM (TYPICAL)

43291,86

42671,85



CIRCULAR FORMED TOP GUSSETS (NODE PLATE) CIRCULAR FORMED TOP GUSSETS (NODE PLATE)

M8 HEX SOCKET BOLT


SLIDING SUPPORT CIRCULAR FORMED BOTTOM GUSSETS (NODE PLATE) L PROFILE

CLAMPING BAR

C

HEX SOCKET BOLT

C

CLAMPING BAR SPACER PLATE 8" GAUGE HATCH TANK SHELL

D

SECTION D-D STEEL TENSION / COMPRESSION RING

8 44,2

32

CHORD DIMENSION FROM C.L. OF SHOE TO C.L. OF SHOE AS MEASURED AT INSIDE FACE OF TANK

TENSION RING STRUT

APR..BY.

TYPICAL STRUT

REVISIONS

SHOE ASSEMBLY

CNT.BY.

42

EQ

UA

DATE

LS

PA

CES

D

PRP.BY.

PLAN (ACCESSORIES NOT SHOWN)

REV.

43413,25

1. OPTIONAL ATECO DOME ROOF WALKWAY WILL BE DESIGNED TO MEET SPECIFIC CUSTOMER REQUIREMENTS IF PURCHASED. 2. ORIENTATIONS & QUANTITY OF DOME ACCESSORIES MUST BE PROVIDED BY THE CUSTOMER AT TIME OF ORDER.

No DAC.001 DAC.002 DAC.003 DAC.004 DAC.005 DAC.006 DAC.007 DAC.008 DAC.009 DAC.010 DAC.011 DAC.012 DAC.013 DAC.014 DAC.015 DAC.016 DAC.017 DAC.018 DAC.019 DAC.020 DAC.021 DAC.022 DAC.023 DAC.024 DAC.025

Product Support Loads Vertical ladder

unknown unknown none none

Wind girder width (nominal)

to be advised (min. 600mm)

Wind girder distance from top of tank

to be advised (>300mm to 600mm required)

to be advised (we assume welded steel)

Top course wall thickness

to be advised (we assume 6 mm)

to be advised

Rim angle dimension

to be advised (we assume 100 x 100 x 10 )

Rolling ladder

Item Access Hatch / Manway Gauge Hatch Sky-Light Foam Port Central/Free Vent Access Door Elevated Access Hatch/Manway Fire Fighting Cooling System Supports Nozzle Penetration (Pipe Boot) 2"-to-24" Flanged Nozzle 2"-to-24" Centre Platform Gauging Platform Walkway Walkway Handrail Dome Perimeter Handrail Polygonal Flashing ( with Birdscreen) IFR Cable Suspention Housing Pressurized Flashing Central Safety Line Support Flame Detector and/or Nozzle Emergency Vent and/or Nozzle Pressure/Vacuum Vent and/or Nozzle Gauge Pole Basin and/or Nozzle EyeBolt at Dome Apex Lifting Lugs

Size 24"x24"

18 inch

Quantity 1

Description Standard Accessories , Aluminium Construction

4

Standard Accessories , Aluminium Construction

1

Standard Accessories , Aluminium Construction

TANK SHELL

THIS DRAWING IS THE PROPERTY OF ATECO. IT IS NOT BE TRACED, COPIED OR PUBLISHED WITHOUT THEIR WRITTEN CONSENT OR TO BE MISUED IN ANY WAY. DRAWN BY DATE ENGINEERING NO OFFER NO

-

PROJECT NO JOB NO TANK SIZE CUSTOMER

PANEL

Free Vented Sliding Support No No Internal Yes / SS304

STANDARD / ADDITIONAL ACCESSORIES LIST

RAIN FORCING

PERIPHERAL DIAGONAL STRUT

API 650 11 th edition, June 2007 Appendix G / ASCE 7-95 Design Loads ( Per API-650 App.G 11. ED. and ASCE 7-95) Live Load 1,2 kPa [25 Psf] Unbalanced Live Load 0,6 kPa [12,5 Psf] Design Loads ( Per API-650 App.G 11. ED. and ASCE 7-95) Wind Speed 161 km/h [100 MPH] Design Loads ( Per API-650 App.G 11. ED. and ASCE 7-95) to be advised Snow Load no relevant Seismic Zone Importance Factor Panel Load

TITLE

-

-

ZONE NO

-

TANK LOCATION

140 ft Dia. X 56,25 ft H.

TANK NO

USA TK-239

XXX TANK - USA 140 FT ALUMINIUM GEODESIC DOME ROOF GENERAL ARRANGEMENT DRAWING

HAKAN CIMSIT

CHECKED BY REVISION NO INDEX NO

IHSAN AKGUN R0 DWG

25.01.2013

DATE SCALE

25.01.2013 1/100

FORMAT

A3

REFERENCE NO

12-200-AR-150 DRAWING NO

12-200-AR-150-101 ALL DIMENSIONS SHOWN ARE NOMINAL AND IN MILIMETERS, UNLESS NOTED OTHERWISE.

8

7

AB BOLT M6X20 304S.S. HHB W/WASHER & GASKET F

6

5

4

EXTRUDED EPDM GASKETS STAINLESS STEEL (1,4301) SEALING SCREWS ACCORDING TO ASTM D1418 WITH EPDM GASKET (WEATHER GUARD DOMED) EXCELLENCE GENERAL CLIMATE AND OZONE RESISTANCE

3 AB BOLT M6X20 304S.S. HHB W/WASHER & GASKET

2

1

STAINLESS STEEL (1,4301) SEALING SCREWS WITH EPDM GASKET (WEATHER GUARD DOMED)

DOME SHEET/PANEL BATTEN BAR (CLAMP BAR)


F

SECONDARY SEAL

PRIMARY SEAL

DOME SHEET/PANEL E

E FLAME PROOF CONNECTION



DOME BEAM


D

DOME BEAM

AB BOLT EXTRUSION BOLT CHANNEL


D

WEATHER GUARD DOMED WASHER

EPDM GASKET 150,00

BATTEN BAR (CLAMP BAR) SECONDARY SEAL

PRIMARY SEAL

C

C

DOME SHEET/PANEL CORROSION RESISTANT HIGH STRENGTH AlMgSi ALUMINIUM ALLOY FOR MAIN STRUT AND CLAMP BAR

B


DOME BEAM

DOME BEAM

B DOME BEAM

BATTEN RIBBED DOME BEAM (TYPICAL) THIS DRAWING IS THE PROPERTY OF AKTEK. IT IS NOT TO BE TRACED, COPIED OR PUBLISHED WITHOUT THEIR WRITTEN CONSENT OR TO BE MISUSED IN ANY WAY.

A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

DATE

DOCUMENT NO :

7

6

REVISION NO


TYPICAL BEAM PROFILE CROSS-SECTION

PURCHASE NO :

X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8


F

6

5

4

3

1

AB BOLT


F



2

WEATHER GUARD DOMED WASHER EPDM GASKET

FLAME PROOF CONNECTION

SECONDARY SEAL

DOME SHEET/PANEL E

DOME SHEET/PANEL

DOME SHEET/PANEL

E

PRIMARY SEAL



AB BOLT REINFORCEMENT TO PREVENT LOCAL BUCKING OF THE PROFILE D

D

BEAM/STRUT AB BOLT




EPDM GASKET

C

C WEATHER GUARD DOMED WASHER



B


REINFORCEMENT TO PREVENT LOCAL BUCKING OF THE PROFILE

B

DOME BEAM DOME BEAM EPDM GASKET


A

APPROVED

DOME-ROOF-SEAL DESCRIPTION

NAME

DATE

REVISIONS

6

5

4

A

DATE

DESCIPTION :

REV.

7

CHECKED

OWNER CLIENT

Geodesic Dome 8

PROJECT

DOCUMENT NO :

TYPICAL BEAM PROFILE AND BATTEN CONNECTION SECTION DETAIL 3

2

REVISION NO

ATC100.DWG.TYP.M.104 PURCHASE NO :

X

1

0

8

7

AB BOLT M6X20 304S.S. HHB W/WASHER & GASKET F

6

5

4

3


1

AB BOLT EXTRUDED EPDM GASKETS ACCORDING TO ASTM D1418 EXCELLENCE GENERAL CLIMATE AND OZONE RESISTANCE


2


F


DOME SHEET/PANEL FLAME PROOF CONNECTION

DOME PANEL

PRIMARY SEAL SECONDARY SEAL EXTRUSION BOLT CHANNEL

AB BOLT

E

E INTERLOCKING PANELS WITH METAL-TO-METAL CLAMPING ASSURES MAXIMUM PANEL STRENGHT.

WEATHER GUARD DOMED WASHER BATTEN RIB (TYPICAL)

EPDM GASKET


BEAM / STRUT

D

D

DOME SHEET/PANEL BOX BEAM-TYPE ALUMINIUM STRUT EXTRUSION WITH HIGH TORSIONAL STIFFNESS TO PREVENT TORSIONAL BUCKLING C

C CORROSION RESISTANT HIGH STRENGTH AlMgSi ALUMINIUM ALLOY FOR MAIN STRUT AND CLAMP BAR

DOME BEAM DOME BEAM B

B

TYPICAL BEAM & BATTEN CONNECTION

BATTEN RIBBED DOME BEAMS SECTION

DOME BEAM


A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

DATE

DOCUMENT NO :

7

6

REVISION NO


TYPICAL BEAM AND BATTEN SECTION AND ISOMETRIC

PURCHASE NO :

X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8


F

6

5



4

3

2

1

16 BOLT PATTERN 12 BOLT PATTERN 8 BOLT PATTERN 4 BOLT PATTERN

F

DOME SHEET/PANEL

FLAME PROOF CONNECTION E

E



BATTEN SEAM DETAIL A TYPICAL BATTEN RIB

D

DOME SHEET/PANEL BOX BEAM-TYPE ALUMINIUM STRUT EXTRUSION WITH HIGH TORSIONAL STIFFNESS TO PREVENT TORSIONAL BUCKLING

S1


D

S2

S3

S5

S4

TYPICAL BATTEN RIBBED DOME BEAM DETAILS

BATTEN SEAMS NOTES


C

BATTEN RIB (TYPICAL)

TYPICAL INTERNAL/TENSION BEAM

C

1 CORDS FOR MAXIMUM SEALING EFFICIENCY SILICONE SEAL CORDS TO MAXIMIZE LIFE UNDER ALL SERVICE CONDITIONS.

BATTEN RIBBED BEAMS GENERAL NOTES

2 SOLID CORDS TO AVOID ANY ABSORPTION OF WATHER OR CHEMICALS.

1 TENSION AND INTERNAL BEAM SIZES, WEIGHT, THICKNESS AND AREA WILL VERY ACCORDING TO THE INDIVIDUAL STRESS REQUIREMENTS.

3 FULLY ENCLOSED SEAL CORDS, TO AVOID THE ENVIRON MENTAL HAZARDS OF EXPOZED ELASTOMERS. (CONDINOUS FULL LENGHT OF BATTEN BAR)

2 FLANGE BOLT HOLE PATTERNS ARE DETERMINED BY SIZE AND LOADING CONDITIONS, REFERANCE STRESS SUMMARY SHEET FOR DETAILS.

4 LOW PROFILE - INSTALLED BATTEN ONLY ⅜'' ABOVE SKIN PANEL. 5 METAL-TO-METAL GRIP-SERRATED CENTER RIBS OF BATTEN CLAMP SKIN PANEL EDGES TIGHLY AGAINST SERRATED BEAM FLANGE. RIBS ARE DIRECTLY BELOW FASTENER PROVIDING MAXIMUM PRESSURE. 6 ALL TEMPERATURE INSTALLATION - SPRING ACTION OF THE BATTEN ''WINGS'' INSURES UNIFORM PRESSURE AGAINST THE SEAL CORDS DURING COLD WEATHER INSTALLATION WHEN THE CORDS ARE ''FIRM''. THE SAME SPRING ACTION INSURES A TIGHT SEAL AS THE TEMPERATURE RISES AND THE SEAL CORDS SOFTEN.

B

3 TENSION BEAM WEB HOLES ARE REQUIRED ONLY WHEN A TENSION TIE STRAP IS CALLED FOR IN THE STRESS SUMMARY SHEET. THE NUMBER OF B TENSION TIE HOLES AND PATTERN WILL WARRY WITH LOADING CONDITIONS.


A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOCUMENT NO :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

BATTEN BEAM & BATTEN RIBBED TYPICAL BEAM DETAILS

DATE

REVISIONS

8

7

6

5

4

A

DATE

DESCIPTION :

3

2

REVISION NO


X

1

0

8

7

6

5

4

3

2

1

DOME SHEET(PANEL (1,2mm) CIRCULAR HUB COVER

SILICONE SEALANT AROUND EACH GUSSET COVER

F

F HUB COVER CLIPS

HUB COVER CLIPS

SECTION B - B AB BOLTS ¼'' (M6) DIA x 25 mm LONG

E

E

W/WASHER & GASKET (304S.S. HHB)

D

D SILICONE SEALANT BETWEEN GUSSET PLATE AND PANEL AT ENDS OF BATTEN BAR

B

B


SILICONE SEALANT BETWEEN HUB COVER AND PANEL CORNER

Ø9,5mm DIA. AL. LOCK BOLTS, STRUT FLANGE TO GUSSET EACH END 4 TOP AND 4 BOTTOM

C

C CIRCULAR FORMED BOTTOM GUSSETS (NODE PLATE)


GASKET BETWEEN HUB COVER TYPICAL GUSSET JOINT AND PANEL (SPECIAL) DOME SHEET/PANEL (1,2mm) CLOCED END SEALING RIVETS - (ALU) Ø4 DIA x 15 GRIP (TYP. 2 OF EACH PANEL 6 PLCS)

B


FASTENERS; LOCKBOLTS - ALU.7075-T3 OR S.S.304 AS NOTED (AL.LOCKBOLTS CLEAN ANOTIZED S.S.204) LOCKBOLTS COLLARS - ALUMINIUM (6061 HEAT TREATED) SHOE SUPPORT PLATE BOLTS - S.S.304 BATTEN SCREW - ¼'' DIA. S.S.

ALL MATERIAL EXCEPT AS OTHERWISE NOTED IS MILL FINISH ALUMINIUM AS FOLLOWS; *STRUT/BEAM, GUSSETS AND PLATES: 6061-T6 *PANELS, FLASHING AND GUSSETS COVERS: 3003-H16 *BATTENS: 6061-T6

B

SEALANT; 3M, PECORA, DOW, HENKEL SILICONE SEALANT MEETING ATECO SPEC.


A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

DATE

DOCUMENT NO :

HUB CONNECTION DETAILS SECTION

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

5

4

3 SILICONE SEALANT AROUND EACH GUSSET COVER

CIRCULAR HUB COVER

1 CIRCULAR FORMED TOP GUSSETS (NODE PLATE)

AB BOLTS ¼'' (M6) DIA x 25 mm LONG W/WASHER & GASKET (304S.S. HHB)

CIRCULAR HUB COVER

F

2

F

B

SECTION A - A DOME SHEET/PANEL

DOME BEAM

E


E HUB COVER CLIPS

GASKET BETWEEN HUB COVER TYPICAL GUSSET JOINT AND PANEL (SPECIAL)


DETAIL - B


CIRCULAR HUB COVER

DETAIL - C

BATTEN BAR (ALUMINIUM) DOME SHEET/PANEL

D

D

A

C

A


C

C

DOME SHEET/PANEL

B

B CLOCED END SEALING RIVETS - (ALU) Ø4 DIA x 15 GRIP (TYP. 2 OF EACH PANEL 6 PLCS)

CIRCULAR HUB COVER

HUB COVER CLIPS

D DETAIL - D


A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

DATE

DOCUMENT NO :

HUB CONNECTION POSITION AND TYPICAL VIEW

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

F

7

6

5

4

3

2

1


GASKET BETWEEN HUB COVER TYPICAL GUSSET JOINT AND PANEL (SPECIAL)

HUB COVER CLIPS

CIRCULAR HUB COVER F DOME SHEET(PANEL (1,2mm) DOME SHEET(PANEL (1,2mm)

BATTEN BAR (ALUMINIUM) E

E



D

D ALUMINIUM DOME BEAM 150mm DEEP BEAM (TYPICAL)


DETAIL - A CIRCULAR FORMED TOP GUSSETS (NODE PLATE)

CIRCULAR HUB COVER

A C

C


AB BOLTS ¼'' (M6) DIA x 25 mm LONG W/WASHER & GASKET (304S.S. HHB) ALUMINIUM DOME BEAM 150mm DEEP BEAM (TYPICAL)

CLOCED END SEALING RIVETS - (ALU) Ø4 DIA x 15 GRIP (TYP. 2 OF EACH PANEL 6 PLCS)


B

B FASTENERS; LOCKBOLTS - ALU.7075-T3 OR S.S.304 AS NOTED (AL.LOCKBOLTS CLEAN ANOTIZED S.S.204) LOCKBOLTS COLLARS - ALUMINIUM (6061 HEAT TREATED) SHOE SUPPORT PLATE BOLTS - S.S.304 BATTEN SCREW - ¼'' DIA. S.S.

ALL MATERIAL EXCEPT AS OTHERWISE NOTED IS MILL FINISH ALUMINIUM AS FOLLOWS; *STRUT/BEAM, GUSSETS AND PLATES: 6061-T6 *PANELS, FLASHING AND GUSSETS COVERS: 3003-H16 *BATTENS: 6061-T6


SEALANT; 3M, PECORA, DOW, HENKEL SILICONE SEALANT MEETING ATECO SPEC.


A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

DATE

DOCUMENT NO :

HUB CONNECTION DETAIL ASSEMBLY EXPLODED

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

SILICONE SEALANT AROUND EACH GUSSET COVER

HUB COVER CLIPS

5

4

CIRCULAR HUB COVER DOME SHEET(PANEL (1,2mm)

3

2

CIRCULAR HUB COVER

1


F

F

D ALUMINIUM DOME BEAM 150mm DEEP BEAM (TYPICAL)

E

E

ALUMINIUM DOME BEAM 150mm DEEP BEAM (TYPICAL) CIRCULAR FORMED TOP GUSSETS (NODE PLATE) AB BOLTS ¼'' (M6) DIA x 25 mm LONG W/WASHER & GASKET (304S.S. HHB)


CIRCULAR HUB COVER

D

D CIRCULAR FORMED BOTTOM GUSSETS (NODE PLATE) AB BOLTS ¼'' (M6) DIA x 25 mm LONG W/WASHER & GASKET (304S.S. HHB) ALUMINIUM DOME BEAM 150mm DEEP BEAM (TYPICAL)

C

C

BATTEN BAR (ALUMINIUM) GASKET BETWEEN HUB COVER TYPICAL GUSSET JOINT AND PANEL (SPECIAL) ALUMINIUM DOME BEAM 150mm DEEP BEAM (TYPICAL)

DETAIL - D BATTEN BAR (ALUMINIUM)


B

B HUB COVER CLIPS


A

APPROVED


NAME

DATE

REVISIONS

6

5

4

A

DATE

DESCIPTION :

REV.

7

CHECKED

OWNER CLIENT

Geodesic Dome 8

PROJECT

DOCUMENT NO :

HUB CONNECTION SECTION AND GASKET DETAIL AND COVER DETAIL 3

2

REVISION NO


X

1

0

8

7

6

5

4

DOME STRUCTURE

3

2

1

FIXED SUPPORT

F

F SLIDING SUPPORT BATTEN BAR (ALUMINIUM) STEEL TENSION / COMPRESSION RING STEEL TENSION /COMPRESSION RING

E

E

BIRD SCREEN D

D RAIN FORCING TANK SHELL

C

C

TANK SHEEL B

B

BIRD SCREEN DOME SHEET/PANEL

BIRD SCREEN DETAIL THIS DRAWING IS THE PROPERTY OF AKTEK. IT IS NOT TO BE TRACED, COPIED OR PUBLISHED WITHOUT THEIR WRITTEN CONSENT OR TO BE MISUSED IN ANY WAY.

A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOCUMENT NO :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

FIXED SUPPORT - FREE VENTED

DATE

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

5

4

3

DOME STRUCTURE

2

1

DOME STRUCTURE

FIXED SUPPORT

F

F

DOME STRUCTURE

HEX SOCKET BOLT

BOLT

STEEL TENSION / COMPRESSION RING SUPPORT BAR HEX SOCKET BOLTS SUPPORT BAR E

E STEEL TENSION / COMPRESSION RING DOME STRUCTURE

BOLTS SAFETY PIN

D

D

FIXED SUPPORT BOLTS

FIXED SUPPORT

C

BOLT

C

FIXED SUPPORT SUPPORT BAR

SAFETY PIN NUTS


STEEL TENSION / COMPRESSION RING B

B NUTS


A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOCUMENT NO :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

7

6

REVISION NO


FIXED SUPPORT DETAIL

DATE

PURCHASE NO :

X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

F

7

6


5

4

3

DOME STRUCTURE

2

DOME STRUCTURE

1 BATTEN BAR (ALUMINIUM)

DOME SHEET/PANEL F

FIXED SUPPORT BOLT BATTEN BAR (ALUMINIUM) STEEL TENSION / COMPRESSION RING

M8 HEX SOCKET BOLT

E

E BIRD SCREEN


BATTEN BAR




TANK SHELL

FIXED SUPPORT BOLT

D

D

SAFETY PIN STEEL TENSION / COMPRESSION RING DOME SHEET

DOME STRUCTURE


C

C


BATTEN BAR

FIXED SUPPORT STEEL TENSION / COMPRESSION RING

B

B

TANK SHELL

DOME SHEET/PANEL

BIRD SCREEN


A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

DATE

DOCUMENT NO :

FIXED SUPPORT DETAIL ASSEMBLY

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

5

4

3

1

DOME STRUCTURE


F

2

F

A

DOME STRUCTURE

SUPPORT BAR

FIXED SUPPORT

A

E

E



FIXED SUPPORT BATTEN BAR

DOME SHEET


A D

D SUPPORT BAR TANK SHELL

DOME SHEET C

C SEAL

B

TANK SHELL

B


DETAIL - A SECTION A - A THIS DRAWING IS THE PROPERTY OF AKTEK. IT IS NOT TO BE TRACED, COPIED OR PUBLISHED WITHOUT THEIR WRITTEN CONSENT OR TO BE MISUSED IN ANY WAY.

A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

DATE

DOCUMENT NO :

FIXED SUPPORT - PRESSURE TIGHT

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

5

4

DOME STRUCTURE

3

2

1

SLIDING SUPPORT

F

F SLIDING SUPPORT

GUIDANCE BATTEN BAR (ALUMINIUM)

LOW FRICTION PADS

STEEL TENSION /COMPRESSION RING E

E

BIRD SCREEN D

D RAIN FORCING TANK SHELL

C

C

TANK SHEEL B

B BIRD SCREEN DOME SHEET/PANEL

BIRD SCREEN DETAIL THIS DRAWING IS THE PROPERTY OF AKTEK. IT IS NOT TO BE TRACED, COPIED OR PUBLISHED WITHOUT THEIR WRITTEN CONSENT OR TO BE MISUSED IN ANY WAY.

A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOCUMENT NO :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

SLIDIN SUPPORT - FREE VENTED

DATE

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

5

DOME STRUCTURE

F

4

3

2

1

F

M8 BOLT DOME STRUCTURE

SLIDING SUPPORT

SLIDING SUPPORT

GUIDANCE BOLT

E

E

SUPPORT BAR SUPPORT BAR SAFETY PINS

CLAMP

BOLTS SPACER PLATE CLAMP D

D CLAMP SAFETY PINS

LOW FRICTION PADS SLIDING SUPPORT

SPACER PLATE

C

C LOW FRICTION PADS

SPACER PLATE LOW FRICTION PADS

SPACER PLATE

NUTS

B

B STEEL TENSION / COMPRESSION RING



A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOCUMENT NO :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

SLIDING SUPPORT DETAIL

DATE

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

5

4

3

2

1 BATTEN BAR (ALUMINIUM)

DOME STRUCTURE F


SLIDING SUPPORT

SLIDING SUPPORT

F

DOME SHEET/PANEL LOW FRICTION PADS BATTEN BAR (ALUMINIUM)

GUIDANCE STEEL TENSION /COMPRESSION RING

E

E CIRCULAR FORMED TOP GUSSETS (NODE PLATE)

LOW FRICTION PADS

BIRD SCREEN

RAIN FORCING

M8 HEX SOCKET BOLT

CIRCULAR FORMED BOTTOM GUSSETS (NODE PLATE) HEX SOCKET BOLT CLAMPING BAR

SPACER PLATE

D

D



TANK SHEEL

CIRCULAR FORMED BOTTOM GUSSETS (NODE PLATE) C

C

BOLT CLAMPING BAR SPACER PLATE TANK SHELL STEEL TENSION / COMPRESSION RING

B

B SUPPORT BAR

BIRD SCREEN

SLIDING SUPPORT

DOME SHEET/PANEL

LOW FRICTION PADS THIS DRAWING IS THE PROPERTY OF AKTEK. IT IS NOT TO BE TRACED, COPIED OR PUBLISHED WITHOUT THEIR WRITTEN CONSENT OR TO BE MISUSED IN ANY WAY.

A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

DATE

DOCUMENT NO :

SLIDING SUPPORT DETAIL ASSEMBLY

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

5

4

3

2

DOME STRUCTURE

DOME STRUCTURE

SLIDING SUPPORT

CLAMP

F

1

F

BOLT


SUPPORT BAR

CLAMP POLYGONAL STEEL RING LOW FRICTION PADS SPACER PLATE SLIDING SUPPORT

E

SPACER PLATE


FLEXIBLE SEAL SLIDING SUPPORT

DOME SHEET STEEL TENSION / COMPRESSION RING

A

E

GUIDANCE

DETAIL - A - ISOMETRIC SPACER PLATE STEEL TENSION / COMPRESSION RING

FLEXIBLE SEAL D

D

DOME SHEET

CLAMP

POLYGONAL STEEL RING TANK SHELL BOLT STEEL TENSION / COMPRESSION RING

SEAL

BATTEN BAR

C

C TANK SHELL

B

B WELD POLYGONAL STEEL RING

DETAIL - A

FLEXIBLE SEAL


A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

DATE

DOCUMENT NO :

SLIDING SUPPORT - PRESSURE TIGHT

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

5

4

3 ITEM 1 2 3 4 5 6 7

ALUMINIUM HOOD (2mm)

COVER DISK

342

225

F

F

E

SLOTTED MESH %50 OPEN AREA

A

Ø607

DESCRIPTION

HOOD BLIND FLANGE, PIPE FLANGE M8x20 WASHER m8 nut

117


FLANGE ALUMINIUM

1


5

E

QTY 1 1 1 1 20 20 20

2 PARTS LIST PART NUMBER

Ø660

4

Ø710 FLANGE ALUMINIUM BOLD&NUT

Ø9

D

D

5

COVER DISK

FLANGE ALUMINIUM

DETAIL-A Model Size 16 18 20 24 30 36 42 48

C

B

ALUMINIUM HOOD FLANGE ALUMINIUM

Model Size 16 18 20 24 30 36 42 48

Throat Area m² 0,134 0,17 0,209 0,301 0,467 0,677 0,907 1,191 Throat Area m² 0,134 0,17 0,209 0,301 0,467 0,677 0,907 1,191

0,1 1393 1691 2073 3024 4180 5080 7136 10024

Relief Performance Capacities (m³/h) Total Pressure Drop in mbar 0,149 0,199 0,249 0,311 0,465 1741 2022 2277 2574 3135 2107 2447 2769 3118 3814 2582 3033 3390 3797 4638 3763 4383 4961 5530 6779 4910 5539 6142 6821 8359 6490 7671 8622 9633 11876 9175 10738 11944 13286 16497 12743 14951 16735 18774 23361

0,622 3670 4443 5379 7900 9625 13830 19454 26589

0,746 4052 4944 5969 8733 10571 15299 21832 28798

0,871 4434 5418 6556 9599 11516 16684 24143 30922

0,1 1276 1551 1888 2447 3007 4361 5839 7673

Intake Performance Capacities (m³/h) Total Pressure Drop in mbar 0,199 0,249 0,311 0,465 1799 2005 2210 2757 2185 2436 2684 3350 2659 2965 3267 4076 3602 4108 4625 5658 4383 5556 6252 7595 7012 8052 9056 11001 9390 10784 12127 14732 12338 14168 15933 19357

0,622 3143 3819 4647 6517 8716 12624 16905 22211

0,746 3451 4193 5102 7195 9385 13602 18217 23934

0,871 3714 4513 5491 7781 9888 14333 19195 25220

0,149 1572 1910 2324 3092 4010 5811 7781 10223

C

B


A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOCUMENT NO :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

CENTER / FREE VENT DETAIL

DATE

7

6

REVISION NO

ATC.100.DWG.TYP.M.119 PURCHASE NO :

X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

5

4

3

ALUMINIUM HOOD

ITEM 1 2 3 4 5 6 7 8 9 10

F

BIRD SCREEN (MESH) SLOTTED

QTY 1 1 1 19 18 1 1 1 1 17

2 PARTS LIST PART NUMBER 24 RECTANGULAR NOZZLE 24'' CENTER FREE VENT ASSEMBLY M8x20 m8 nut WASHER RECTANGULAR GASKET L.40x40x4-L L.40x40x4-R L.40x40x4-L_MIR M8x35

1 DESCRIPTION F

ALUMINIUM HOOD E

E

B 200mm (Ref.)

S.S. BOLTED DOME PANEL DOME PANEL

D

D

A Ø610

100

100

BACKUP PLATE

810 BIRD SCREEN (MESH) FLANGE ALUMINIUM

BOLD&NUT C

C

ALUMINIUM HOOD

B

DOME PANEL

SLICONE COULK

M8 S.S. WASHER B

ALUMINIUM ANGLE

BOLD&NUT M8x25 HX.HD.S.S BOLD

DETAIL-A

DETAIL-B

ALUMINIUM ANGLE SILICONE SEALANT BETWEEN CURB&PANEL

CUT PANEL OPENING 25mm FROM MATCH-DRILLED HOLES AS SHOWN

BEFORE FASTENING VENT CURB TO PANEL RUN A CONTINUOUS BEED OF SILICONE SEALANT AROUND OUTSIDE PERIMETER OF HOLE PATTERN BETWEEN CURP AND PANEL THIS DRAWING IS THE PROPERTY OF AKTEK. IT IS NOT TO BE TRACED, COPIED OR PUBLISHED WITHOUT THEIR WRITTEN CONSENT OR TO BE MISUSED IN ANY WAY.

A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOCUMENT NO :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

CENTER / FREE VENT ASSEMBLY

DATE

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

5

4

3

2

1

ALUMINIUM HOOD (2mm) F


FLANGE (ALUMINIUM)

E

117

342

225

F

E

C

A

Ø660 Ø710 5



FLANGE ALUMINIUM D

COVER DISK

D


DETAIL-A

WELDING DETAIL BOLD


BOLD C

B FLANGE ALUMINIUM

Model Size 16 18 20 24 30 36 42 48 Model Size 16 18 20 24 30 36 42 48

Throat Area m² 0,134 0,17 0,209 0,301 0,467 0,677 0,907 1,191 Throat Area m² 0,134 0,17 0,209 0,301 0,467 0,677 0,907 1,191

0,1 1393 1691 2073 3024 4180 5080 7136 10024

Relief Performance Capacities (m³/h) Total Pressure Drop in mbar 0,149 0,199 0,249 0,311 0,465 1741 2022 2277 2574 3135 2107 2447 2769 3118 3814 2582 3033 3390 3797 4638 3763 4383 4961 5530 6779 4910 5539 6142 6821 8359 6490 7671 8622 9633 11876 9175 10738 11944 13286 16497 12743 14951 16735 18774 23361

0,622 3670 4443 5379 7900 9625 13830 19454 26589

0,746 4052 4944 5969 8733 10571 15299 21832 28798

0,871 4434 5418 6556 9599 11516 16684 24143 30922

0,1 1276 1551 1888 2447 3007 4361 5839 7673

Intake Performance Capacities (m³/h) Total Pressure Drop in mbar 0,199 0,249 0,311 0,465 1799 2005 2210 2757 2185 2436 2684 3350 2659 2965 3267 4076 3602 4108 4625 5658 4383 5556 6252 7595 7012 8052 9056 11001 9390 10784 12127 14732 12338 14168 15933 19357

0,622 3143 3819 4647 6517 8716 12624 16905 22211

0,746 3451 4193 5102 7195 9385 13602 18217 23934

0,871 3714 4513 5491 7781 9888 14333 19195 25220

0,149 1572 1910 2324 3092 4010 5811 7781 10223

C

B


A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

DATE

DOCUMENT NO :

CENTER / FREE VENT INSTALLATION DETAIL

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6


5

4

3 SERIES S.S.304 SCREW/BOLT

ALUMINIUM FRAME COVER


2

1

8mm. TRIANGULAR CLEAR ACRYLIC LIGHTING PANEL (SKYLIGHT)


F

102

110

F

M8X25 BOLT ALUMINIUM DOME BEAM 150mm DEEP BEAM (TYPICAL)


E

DOME GUSSETS DOME PANELS/SHEETS

DOME GUSSETS

DOME BEAM



DOME SHEET/PANEL

E

SECTION A - A

DOME PANEL

SKYLIGHT

DOME GUSSETS D

D BATTEN BAR (ALUMINIUM)

ALUMINIUM BOX PROFILE

M8X25 BOLT

B

M8X25 BOLT

B

C

BATTEN CLAMP BAR

A

C

DOME GUSSETS

A


FOAM TYPE ALUMINIUM BOX PROFILE B

B


DOME GUSSETS

SECTION B - B THIS DRAWING IS THE PROPERTY OF AKTEK. IT IS NOT TO BE TRACED, COPIED OR PUBLISHED WITHOUT THEIR WRITTEN CONSENT OR TO BE MISUSED IN ANY WAY.

A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOCUMENT NO :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

TRIANGULAR SKYLIGHT DETAIL

DATE

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

5

4

SERIES S.S.304 SCREW/BOLT


SILICONE SEALANT CONTINUOUS SEAL ALL AROUND PERIMETER


F ALUMINIUM BOX PROFILE

3

2

1

8mm. TRIANGULAR CLEAR ACRYLIC LIGHTING PANEL (SKYLIGHT) F

8,00

FOAM TYPE

SECTION B-B SERIES S.S.304 SCREW/BOLT

E

102

110

CONDENSATE GUTTER WITH DRAIN HOLES

E

DOME PANEL/SHEET

6061-T6 ALUMINIUM SUPPORT BEAM

M8 X 25 BOLT

DOME BATTEN SEAL DOME SHEET/PANEL

BACKING BAR (ALUMINIUM) D


DOME GUSSETS

SKYLIGHT

D

B

40X40X2 L PROFILE BACKING (ALUMINIUM)

A

C

B

CIRCULAR FORMED BOTTOM GUSSETS (NODE PLATE) C

DOME BEAM/STRUT BATTEN CLAMP BAR

SKYLIGHT SPECIFICATION A

DOME GUSSETS

B

B

1.) SKYLIGHT PANEL 8mm Thk. CLEAR ACRYLIC 2.) FRAME & SUPPORT - MILL FINISH ALUMINIUM 3.) SKYLIGHT AREA - APPROXIMATELY 2m² EACH 4.) TOTAL SKYLIGHT AREA - MIN 1m²/100m² PROJECT AREA

SECTION A - A



A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOCUMENT NO :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

TRIANGULAR SKYLIGHT DETAIL

DATE

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

5

4

246

3

2

490

747 342

ITEM 1 2 3 4 5 6 7

245

245

160

328

328

F

QTY 1 1 1 1 2 2 2

1

PARTS LIST PART NUMBER

DESCRIPTION ALUMINIUM ALUMINIUM ALUMINIUM ALUMINIUM ALUMINIUM ALUMINIUM ALUMINIUM

BODY UPPER FLANGE LOVER FLANGE SEAT (VACUUM) SEAT (PRESSURE) BEARING CAP DIAPHRAGM

F

7

5

175

175

703

E 703

E

1

1

4

200

200

DETAIL-B

DETAIL-A

3

2

D

D

6

6''150#

342

C

490

C

5 7 B

4 246

342

165

B

3 1

753

PRESSURE VACUUM VENT SECTION VIEW THIS DRAWING IS THE PROPERTY OF AKTEK. IT IS NOT TO BE TRACED, COPIED OR PUBLISHED WITHOUT THEIR WRITTEN CONSENT OR TO BE MISUSED IN ANY WAY.

A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

DATE

DOCUMENT NO :

PRESSURE VACUUM VENT DETAILS TYPICAL

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

5

4

3

PIPE

NUT

WASHER

GASKET

F

2

NUT

DOME PANEL PRESSURE VACUUM VENT

ITEM 1 2 3 4 5 6

QTY 3 3 3 1 3 1

1

PARTS LIST PART NUMBER NODE PLATE TOP NODE PLATE LOW DOME BEAM DOME SHEET/PANEL BATTEN BAR PRESSURE VACUUM VENT

DESCRIPTION ALUMINIUM ALUMINIUM ALUMINIUM ALUMINIUM ALUMINIUM -

F

WASHER BRACE ANGLE E

E BRACE ANGLE

BOLT PRESSURE VACUUM VENT

BOLD

DETAIL-C

DETAIL-B BOLT&NUT DOME PANEL GASKET

6'' PIPE

D

D

DOME PANEL

DOME PANEL

B

DETAIL-D

BRACE ANGLE

Ø168.3 C

C

BRACE ANGLE PIPE BOLT&NUT

PIPE

GASKET BOLT&NUT

BOLT&NUT

B

B Ø160

BRACE ANGLE

BRACE ANGLE

BRACE ANGLE 40

DETAIL-A

250

40

DETAIL-E THIS DRAWING IS THE PROPERTY OF AKTEK. IT IS NOT TO BE TRACED, COPIED OR PUBLISHED WITHOUT THEIR WRITTEN CONSENT OR TO BE MISUSED IN ANY WAY.

A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

DATE

DOCUMENT NO :

7

6

REVISION NO


PRESSURE / VACUUM VENT ASSEMBLY TYPICAL

PURCHASE NO :

X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

5

4

2

1

COVER

ARM

ARM

COVER

3

CAMLOCK

F

F 6 3

FLANGE BODY

3 ARM DIAPHRAGM

DETAIL - A 2 E

CAMLOCK

COVER/DIAPHRAGM 6

8

5

E

1

FLANGE BODY D

D

COVER/DIAPHRAGM

8

A 4 FLANGE BODY

CAMLOCK

3

5

DIAPHRAGM

1

6

CAMLOCK

2

FLANGE BODY C

C

2 PARTS LIST ITEM QTY PART NUMBER 1 1 Flange Body 2 1 Cover 3 1 Arm 4 1 Diaphragm 5 1 Camlock Stud Bolt 6 1 Camlock 7 2 M10 Nut 8 1 M10x50

ARM B

1

8

DESCRIPTION Aluminium Aluminium Aluminium Teflon Stainless Steel Aluminium Stainless Steel Stainless Steel

B


A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOCUMENT NO :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

GAUGE HATCH DETAILS TYPICAL

DATE

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

5

4

3 NUT WASHER

NUT GAUGE HATCH

2

1

FLANGE

WASHER

F

F

GASKET

GASKET

BACKING FRAME (ALUMINIUM)

DOME SHEET

DOME PANEL BOLD&NUT BRACE ANGLE

M8 BOLT E

E

BRACE ANGLE

DETAIL - A - EXPLODED BOLT CIRCULAR FORMED TOP GUSSETS (NODE PLATE)

DETAIL - A - EXPLODED

GAUGE HATCH

DOME SHEET/PANEL

6'' PIPE BRACE ANGLE DOME PANEL


D

D

DETAIL - A - ISOMETRIC DOME PANEL

C

A

BRACE ANGLE Ø168.3

C PIPE

BOLD&NUT BOLD&NUT

B

B DOME PANEL

Ø168.3 BRACE ANGLE

40

250

40

BRACE ANGLE


DETAIL-E

DETAIL-A


A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

DATE

DOCUMENT NO :

GAUGE HATCH ASSEMBLY TYPICAL

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

5

4

3

2 ITEM 1 2 3 4 5 6 7

MANWAY HANDLE

MANWAY COVER

HEX NUT M8

F WASHER (A8.4) MANWAY FRAME

F

BRACE ANGLE DOME SHEET/PANEL

MANWAY FRAME

DOME SHEET/PANEL

DESCRIPTION

GASKET

MANWAY FRAME

A

QTY 3 3 3 1 33 33 3

1

PARTS LIST PART NUMBER GUSSET PLATE TOP GUSSET PLATE LOW DOME BEAM DOME SHEET/PANEL WASHER M8 BOLT CLAMP

E

E

BACKING FRAME (ALUMINIUM)

MANWAY FRAME

M8 BOLT

BRACE ANGLE

GASKET

DETAIL - A - EXPLODED DOME SHEET DOME SHEET /PANEL

DETAIL - A - ISOMETRIC

D

MANWAY LIT (OPENS 180°)

MANWAY HANDLE

DETAIL - A

D BATTEN BAR (ALUMINIUM)


BRACE ANGLE

MANWAY LATCH (LOCKAD)

MANWAY LIT BATTEN BAR (ALUMINIUM)

C

C

DOME SHEET DOME SHEET/PANEL MANWAY FRAME B

B MANWAY FRAME


MANWAY HANDLE



A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOCUMENT NO :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

MANHOLE / HATCH COVER

DATE

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

F

7

6

5

4

3

110,00

8

MANWAY LIT

2

1

GASKET

F MANWAY LATCH (LOCKAD)

873,00

DOME SHEET

BODY

BRACE ANGLE BACKING FRAME (ALUMINIUM) BODY

DETAIL - A

E

E

814,00

DOME SHEET/PANEL


A CIRCULAR FORMED TOP GUSSETS (NODE PLATE)

D

D MANWAY LIT

DOME SHEET/PANEL

MANWAY HANDLE

MANWAY FRAME MANWAY FRAME

MANWAY HANDLE

C

C CIRCULAR FORMED BOTTOM GUSSETS (NODE PLATE)

BODY

B

B

CIRCULAR FORMED BOTTOM GUSSETS (NODE PLATE) DOME SHEET/PANEL


A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

DATE

DOCUMENT NO :

MANHOLE / HATCH COVER (ELEVATED)

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

5

4

3 Code

PIPE (BY OTHERS)

DD101

NUT

6'' PIPE

DD102

RETROFIT PIPE FLASHING (EPDM) RIVITED TO DOME PANEL

F

DD103

FLANGE

DD104 DD105

DOME PANEL

RUBBER

SILICON SEAL ALL AROUND

DD106 DD107

BOLD (M6)

DD108

DETAIL-D

DD109

E

PIPE (BY OTHERS)

FLANGE

2

1

Description Pipe Size Metric Pipe Size Imperial Pipe Boot #1 Pipe Boot #2 Pipe Boot #3 Pipe Boot #4 Pipe Boot #5 Pipe Boot #6 Pipe Boot #7 Pipe Boot #8 Pipe Boot #9

Base mm

Inch

Material

39"

EPDM

5-65

1/4"- 2 1/2"

137x137

45-80

1 3/4"-3 1/4"

177x177

64"

EPDM

5-127

1/4"-5"

218x218

69 1/2"

EPDM

73-160

3"-6 1/4"

284x284

85 3/4"

EPDM

108-190

4 1/4"-7 1/2"

365x365

111 3/4"

EPDM

125-230

5"-9"

365x365

143 1/2"

EPDM

150-280

6"-11"

453x453

178 1/2"

EPDM

175-330

7"-13"

453x453

178 1/2"

EPDM

254-483

10"-19"

685x685

269 3/4"

EPDM

F

E

EPDM WILL WITHSTAND CONSTANT TEMPERARURES AT THE ROOFLINE -50°C (122°F) TO 115°C (239°F) & UP TO 150°C (302°F) INTERMITTENTLY DOME PANEL

NUT RUBBER

WASHER

B RUBBER

F

DOME PANEL

D

D

FLANGE 6'' PIPE Ø168,3 (6'' PIPE) BRACE ANGLE

PIPE BOOT SECTION

BOLD&NUT DOME PANEL

DETAIL-C

PIPE BOOT BOLD

PIPE

DETAIL-E

C Ø168,3 30

305

30 TOUGH ULTRAVIOLET RESISTANT ''EPDM'' RUBBER CARRIES THE BEST GUARANTEE IN THE INDUSTRY

365

DETAIL-B

RUBBER

C

EASILY CUSTOMIZED PIPE OPENING NINE DIFFERENT SIZE FIT PIPES (1/4''-19'')

SQUARE FLANGE DESIGN ADAPTS TO ANY ROOFING MATERIAL SEALS TIGHTLY WITH SILICONE SEALANT AND STANDARD ROOFING FASTERNERS

FLANGE

ALUMINIUM BASE BENDS TO FORM A PERFECT SEAL WITH ANY CONTOUR SURFACE IRREGULARITIES OR ROOF PITCH

B

B

BOLD&NUT FLANGE

BRACE ANGLE

DETAIL-A

RUBBER SECTION VIEW

DETAIL-F THIS DRAWING IS THE PROPERTY OF AKTEK. IT IS NOT TO BE TRACED, COPIED OR PUBLISHED WITHOUT THEIR WRITTEN CONSENT OR TO BE MISUSED IN ANY WAY.

A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOCUMENT NO :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

7

6

REVISION NO

ATC.100.DWG.TYP.M.130

PIPE BOOT DETAIL

DATE

PURCHASE NO :

X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

DOOR COVER


F

5

4

3

2

1

HANDLE


F COVER DOOR WELL



DOME SHEET/PANEL

M8 x 25 BOLT SEAL

E

E BACKING BAR (ALUMINIUM)

SECTION A-A DOME GUSSETS



D


DOME SHEET(PANEL (1,2mm) D DOME GUSSETS

C

C

DOME GUSSETS

A

A

CIRCULAR FORMED BOTTOM GUSSETS (NODE PLATE) ALUMINIUM DOME BEAM 150mm DEEP BEAM (TYPICAL) B

DOME GUSSETS

B

BATTEN CLAMP BAR DOME GUSSETS CIRCULAR FORMED BOTTOM GUSSETS (NODE PLATE) THIS DRAWING IS THE PROPERTY OF AKTEK. IT IS NOT TO BE TRACED, COPIED OR PUBLISHED WITHOUT THEIR WRITTEN CONSENT OR TO BE MISUSED IN ANY WAY.

A

Geodesic Dome

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

DATE DOCUMENT NO :

DESCIPTION :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

DOOR SECTION TYPICAL

DATE

7

6

REVISION NO


X

REVISIONS

8

A

5

4

3

2

1

0

8

7

6

5

4

3

2

1

5

FLANGE F

F

FLANGE 79 n2

,4 0

PIPE

PIPE

WELDING WELDING

REINFORCING PAD

DETAIL-G

FLANGE

E

E

FLANGE

Ø279,4 Ø241,3

D 10

D

Ø22

FLANGE

PIPE

WELDING

G

NOZZLE PAD

NOZZLE PAD PIPE

C NOZZLE PAD

500

C

DETAIL-E

34,6 2°

DOME SURFACE

DOME SURFACE

B

B BOLD&NUT

E

GASKET

D

Ø168.3

DETAIL-D THIS DRAWING IS THE PROPERTY OF AKTEK. IT IS NOT TO BE TRACED, COPIED OR PUBLISHED WITHOUT THEIR WRITTEN CONSENT OR TO BE MISUSED IN ANY WAY.

A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOCUMENT NO :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

7

6

REVISION NO


6'' TYPICAL NOZZLE

DATE

PURCHASE NO :

X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

n

29

F

8,4

34 n

5

5

4

3

0 2 ,9

2

1

FLANGE F FLANGE

PIPE

A

A

E

E

FLANGE

REINFORCING PAD

Ø342,90 Ø298,45

FLANGE

WELDING

C Ø22,3 D

D

NOZZLE PAD

WELDING

Ø22,3

500,00

C

8'' PIPE

10,00

5,00

FLANGE

8'' PIPE

C

WELDING

8'' PIPE

NOZZLE PAD

DETAIL - C

GASKET

B

DOME SURFACE B

B BOLTS & NUTS Ø219,10

DETAIL - B

SECTION A - A


A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOCUMENT NO :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

7

6

REVISION NO


8'' TYPICAL NOZZLE

DATE

PURCHASE NO :

X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7 n25

F

n

6

5

4

3

2

1

FLANGE

,40

36 1,9 5

06, n4

F

FLANGE

40

FLANGE 10'' PIPE

E

A

A

E WELDING

NOZZLE PAD

10'' PIPE Ø406,40 FLANGE

Ø361,95 D

D Ø25,4

C NOZZLE PAD WELDING 5,00

10,00

FLANGE

PIPE 500,00

C

25,40 C WELDING

PIPE

NOZZLE PAD

DETAIL - C

B

GASKET

DOME SURFACE B

B BOLTS & NUTS

DETAIL - B SECTION A - A THIS DRAWING IS THE PROPERTY OF AKTEK. IT IS NOT TO BE TRACED, COPIED OR PUBLISHED WITHOUT THEIR WRITTEN CONSENT OR TO BE MISUSED IN ANY WAY.

A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOCUMENT NO :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

7

6

REVISION NO


10'' TYPICAL NOZZLE

DATE

PURCHASE NO :

X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

n3

5,05

n

74

F

9,3

5

4

3

12 n8

1

24'' FLANGE

FLANGE

0

2

F

,8 0

FLANGE 24'' PIPE

WELDING E

A

E

A

NOZZLE PAD

WELDING D

D

24'' FLANGE 6,00

NOZZLE PAD

24'' FLANGE Ø749,30

Ø35,05

C 24'' PIPE

12,00

Ø812,80

24'' PIPE 24'' PIPE

DETAIL - C

C

C

WELDING

600,00

B

NOZZLE PAD GASKET

DOME SURFACE

24'' PIPE B

B BOLTS & NUTS Ø610,00

DETAIL - B

SECTION A - A


A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOCUMENT NO :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

7

6

REVISION NO


24'' TYPICAL NOZZLE

DATE

PURCHASE NO :

X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

5

4

SAFETY POLE COVER 1'' Thk. ROUND PLATE 6061-T6 ALUMINIUM (M10 SCREWED)

S.S.304 M10 x 40 BOLT

3

2

SAFETY POLE COVER 1'' Thk. ROUND PLATE 6061-T6 ALUMINIUM (M10 SCREWED)

1

S.S.304 M10 x 40 BOLT

F

F 4'' x ¼'' mm Thk PIPE (10'' LONG) 6061 ALUMINIUM

WELDED TO THE PLATE (INSIDE AND OUTSIDE)

4'' x ¼'' mm Thk PIPE (10'' LONG) 6061 ALUMINIUM

280,00

FIELD APPLY (*) SILICONE SEALANT CENTER HUB COVER FIELD APPLY (*) SILICONE SEALANT

E

E

UPPER NODE PLATE

BATTEN HUB CLIPS

DOME PANEL

CENTER HUB COVER

D

D BATTEN HUB CLIPS


LOW NODE PLATE

4'' DIA CENTER PIN DETAIL

M10x60 LG. HH W/NUTS (S.S.) LOCKED ON TO STANDART NODE PLATE

C

B

M10x60 LG. HH W/NUTS (S.S.) LOCKED ON TO STANDART NODE PLATE C

WELDED TO THE PLATE (INSIDE AND OUTSIDE)

1.) NODE PLATE SUPPLIED EITH Ø11 HOLE 2.) PAINTERS PIN IS DESIGNED TO SUPPORT A 5000 LB LOAD SUSPENDED OVER THE EDGE OF THE DOME 3.) SHIP PLATE ASSEMBLED WITH STUD, NUTS, & WASHERS SHOP INSTALLED TO INSURE. THE CORRECT LENGTH OF THREAD ENGAGEMENT (NO CAULK) AND TO INSURE THAT COVER PLATE IS IN PLACE DURING DOME ERECTION. * SILICONE SEALANT FIELD APPLIED TO THE HUB COVER FLANGE, THE TOP OF THE PIPE AND AROUND THE HOLE IN THE HUB COVER.

LOW NODE PLATE SILICONE SEALANT BETWEEN GUSSET PLATE AND PANEL AT ENDS OF BATTEN BAR

NOTE;

B

EYEBOLT FOR DOME ACCESS MAINTENANCE ONLY BY QUALIFIED PERSONNEL. EYEBOLT RATED FOR OSHA FALL PROTECTION - MUST BE INSPECTED OUR REPLACED AFTER FALL OR OTHER SHOCK LOADING. REMOVE ANY TEMPORARY SAFETY LINE IMMEDIATELY AFTER USE. THIS DRAWING IS THE PROPERTY OF AKTEK. IT IS NOT TO BE TRACED, COPIED OR PUBLISHED WITHOUT THEIR WRITTEN CONSENT OR TO BE MISUSED IN ANY WAY.

A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOCUMENT NO :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

CENTER SAFETY LINE SUPPORT

DATE

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

5

4


3

2

1

¾'' Ø S.S. EYEBOLT W/(2) NUTS & WASHERS (SEE NOTE)

CIRCULAR HUB COVER

¾'' Ø S.S. EYEBOLT W/(2) NUTS & WASHERS (SEE NOTE)

F

F

SILICONE SEALANT AROUND EACH GUSSET COVER DOME APEX GUSSET

HUB COVER CLIPS E

E

D

D


C


NOTE; EYEBOLT FOR DOME ACCESS MAINTENANCE ONLY BY QUALIFIED PERSONNEL. EYEBOLT RATED FOR OSHA FALL PROTECTION - MUST BE INSPECTED OUR REPLACED AFTER FALL OR OTHER SHOCK LOADING. REMOVE ANY TEMPORARY SAFETY LINE IMMEDIATELY AFTER USE.

C

SILICONE SEALANT BETWEEN GUSSET PLATE AND PANEL AT ENDS OF BATTEN BAR ALUMINIUM DOME BEAM 150mm DEEP BEAM (TYPICAL)

B

B


A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOCUMENT NO :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

S.S. EYEBOLT AT DOME APEX

DATE

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

5

4

3

2

1

HUB COVER

F

F

DOME SHEET(PANEL (1,2mm) HUB COVER CLIPS TOP GUSSET

E

E BOTTOM GUSSET FIELD DRILL (11mm) DIA. HOLE & INSTAL ¾''Ø x 2'' S.S. EYEBOLT TO BOTTOM GUSSET WITH (2)NUTS AND (1) WASHER CABLE CLAMP

D

D

ANTI ROTATION CABLE (BY OTHERS) CIRCULAR FORMED TOP GUSSETS (NODE PLATE)

SILICONE SEALANT BETWEEN HUB COVER AND PANEL CORNER BATTEN BAR (ALUMINIUM)

C

C


NOTE:

LOCATE @ XX GUSSETS FOR TOTAL APPLIET LOAD = 38,7 kN LOAD @ EACH CONNECTION = 1,21 kN


B

FIELD DRILL (11mm) DIA. HOLE & INSTAL ¾''Ø x 2'' S.S. EYEBOLT TO BOTTOM GUSSET WITH (2)NUTS AND (1) WASHER

B



A

APPROVED


NAME

DATE

REVISIONS

6

5

4

A

DATE

DESCIPTION :

REV.

7

CHECKED

OWNER CLIENT

Geodesic Dome 8

PROJECT

DOCUMENT NO :

EYEBOLT CONNECTION & INSTALLATION DETAIL FOR IFR CABLE 3

2

REVISION NO


X

1

0

8

F

7

6

5

4

3

2

1

S.S.316 TOP PLATE (by Others)


F S.S.316 TOP PLATE (by Others)

DOME SHEET/PANEL

E

E


ALUMINIUM FLANGE ASSEMBLY (by ATECO) FOR FLAME DETECTOR (by Others)



S.S.316 TOP PLATE (by Others) D

D

BATTEN BAR (ALUMINIUM) DOME SHEET/PANEL CIRCULAR FORMED BOTTOM GUSSETS (NODE PLATE) BATTEN BAR (ALUMINIUM)

C

C ALUMINIUM DOME BEAM 150mm DEEP BEAM (TYPICAL) ALUMINIUM FLANGE ASSEMBLY (by ATECO) FOR FLAME DETECTOR (by Others)

MATCH DRILL Ø10mm DIA HOLES & USE ALUMINIUM LOCK BOLTS AB BOLTS ¼'' (M6) DIA x 25 mm LONG W/WASHER & GASKET (304S.S. HHB) B

B DOME SHEET/PANEL


A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

DATE

DOCUMENT NO :

24'' FLAME DETECTOR FLANGE ASSEMBLY

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

5

4

3

2

1

S.S. HATCH LID HOLDOWN EYE-BOLT

F

F

S.S. NUT & 1 ½'' WASHER

BATTEN BAR

E

E

SKIN PANEL/DOME SHEET

D

D

BATTEN BEAM

INSTALLATION PROCEDURE: 1 OPEN HATCH LID AND DETERMINE PROPER LOCATION FOR ''HATCH LID HOLDOWN.''

2 DRILL ONE ¼'' HOLE DOWN THROUGH THE BATTEN BAR OR SKIN PANEL. SKIP TO STEP 4 FOR LAPPED DOMES.

C

C

3 APPLY A FEW DROPS OF MOTOR OIL ON THE THREAD OF A ¼''Ø BOLT (#14 FASTENER) AND IMPACT BOLT INTO BEAM GROOVE. THE BOLT WILL FORM THREADS IN THE GROVE OF THE ALUMINIUM BEAM. 4 REMOVE THE ¼''Ø BOLT AND APPLY A GENEROUS AMOUNT OF SILICONE CAULC AROUND THE ¼''Ø BOLT HOLE. THIS WILL INSURE THAT THE WATHER -TIGHT INTERGRITY OF THE DOME IS MAINTAINED WHEN INSTALLING THE ''HATCH LID HOLDOWN.''

B

B

5 SCREW THE S.S. EYEBOLT IN THE PRE-THREAD GROOVE UNTIL THE EYEBOLT BOTTOMS THE OUT AND LOCKS DOWN TIGHT W/ S.S. NUT AND WASHER.

BATTEN INSTALLATION FOR ENCLOSED-SEAL BATTEN


A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

DOCUMENT NO :

HATCH LID HOLD-DOWN INSTALLATION

DATE

7

6

5

4

3

REVISION NO


ENCLOSED-SEAL BATTEN

X

REVISIONS

8

A

DATE

DESCIPTION :

2

1

0

8

7

6

5

4

3

2

1

S.S. HATCH LID HOLDOWN EYE-BOLT

F

F

S.S. NUT & 1 ½'' WASHER

BATTEN BAR

E

E

SKIN PANEL/DOME SHEET

D

D

BATTEN BEAM

INSTALLATION PROCEDURE: 1 OPEN HATCH LID AND DETERMINE PROPER LOCATION FOR ''HATCH LID HOLDOWN.''

2 DRILL ONE ¼'' HOLE DOWN THROUGH THE BATTEN BAR OR SKIN PANEL. SKIP TO STEP 4 FOR LAPPED DOMES.

C

C

3 APPLY A FEW DROPS OF MOTOR OIL ON THE THREAD OF A ¼''Ø BOLT (#14 FASTENER) AND IMPACT BOLT INTO BEAM GROOVE. THE BOLT WILL FORM THREADS IN THE GROVE OF THE ALUMINIUM BEAM. 4 REMOVE THE ¼''Ø BOLT AND APPLY A GENEROUS AMOUNT OF SILICONE CAULC AROUND THE ¼''Ø BOLT HOLE. THIS WILL INSURE THAT THE WATHER -TIGHT INTERGRITY OF THE DOME IS MAINTAINED WHEN INSTALLING THE ''HATCH LID HOLDOWN.''

B

B

5 SCREW THE S.S. EYEBOLT IN THE PRE-THREAD GROOVE UNTIL THE EYEBOLT BOTTOMS THE OUT AND LOCKS DOWN TIGHT W/ S.S. NUT AND WASHER.

BATTEN INSTALLATION FOR ENCLOSED-SEAL BATTEN


A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

DOCUMENT NO :

HATCH LID HOLD-DOWN INSTALLATION

DATE

7

6

5

4

3

REVISION NO


ENCLOSED-SEAL BATTEN

X

REVISIONS

8

A

DATE

DESCIPTION :

2

1

0

8

7

6

5

4

3

2

1 PARTS LIST PART NUMBER

656 405 F

3

ARM

240

HANDLE

176

ITEM 1 3 6

240

COVER

QTY 1 1 20

BODY ARM BOLT

DESCRIPTION SS316 SS316 F SS316

OPENING PRESSURE: XX mbar

120

225

105

2

E

E

BODY

1

BODY

n813

Ø610 n813

FRONT VIEW LEFT VIEW 1 2

2

COVER

D

D 3 COVER ARM

C

813

C

1

3 B

B ARM BODY

TOP VIEW THIS DRAWING IS THE PROPERTY OF AKTEK. IT IS NOT TO BE TRACED, COPIED OR PUBLISHED WITHOUT THEIR WRITTEN CONSENT OR TO BE MISUSED IN ANY WAY.

A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOCUMENT NO :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

EMERGENCY VENT DETAIL TYPICAL

DATE

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7 778

ARM

6

5

Ø600

4

COVER

2

1

ARM

F

450

583

F

3

BODY BODY E 895

220

895

1028

E

CONE

COVER

225

D

445

BODY

D

PIPE

Ø168

6'' FLANGE

ARM

176

B

230

636

B

C

230

C

BODY

SECTION VIEW THIS DRAWING IS THE PROPERTY OF AKTEK. IT IS NOT TO BE TRACED, COPIED OR PUBLISHED WITHOUT THEIR WRITTEN CONSENT OR TO BE MISUSED IN ANY WAY.

A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

DATE

DOCUMENT NO :

GAUGE POLE BASIN DETAIL TYPICAL

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

6

5

4

F

3

2

1

F

¾'' DIA. x 2 ½'' GRADE 8 OR A490 BOLT 1'' DIA. HOLE 2'' FROM END OF LIFTING LUG CIRCULAR FORMED TOP GUSSETS (NODE PLATE)

A DOME BEAM/STRUT

REINFORCED DISK ORIENT LIFTING LUGS TO ALIGN WITH LIFTING BRIDLES. (NOTE; THIGTNESS PRIOR TO LIFTING DOME.)

E

E

D

D REINFORCED DISK

DOUBLE NUT

REINFORCED DISK FOR NUT CIRCULAR FORMED BOTTOM GUSSETS (NODE PLATE)

C

C

SECTION A-A


B

B

A


A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOCUMENT NO :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

LIFTING LUG INSTALLATION

DATE

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

8

7

F

6

5

4

3

2

1

Fasten flashing with washered self drilling screws. As per diagram, secure clip by placing a fastener either side of the clip first.

Measure outside pipe diameter and trim cone exactly where indicated. For square pipes add 30%.

F

E

E

With clip in down-stream position, tension top of cone around pipe and engage metal teeth in opposing pockets.

Apply sealant to top of crimp closure and any other potential leak areas. (refer to page 13 for silicone types).

D

D

To assist in locating clip into pocket, place hand behind the seam. Fasten clip with pliers or multigrips, working from top to base. Do not overcrimp.

C

Code

Material

Base-mm

Pipe-mm

RF801G

Gray EPDM

160

20-70

RF802G

Gray EPDM

273

50-185

RF803G

Gray EPDM

369

85-255 C

Apply a liberal bead of neutral silicone sealant to the underside of Dektite base and press to contour of sheet profile.

B

B

EPDM withstands temperatures from -50°C - 115°C and up to 150°C intermittently.


A

PROJECT

CHECKED

OWNER

APPROVED

DESCIPTION :

DOCUMENT NO :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

DEKTITE RETROFIT ORIGINAL INSTALLATION INSTRUCTIONS

DATE

REVISIONS

8

7

6

5

4

A

DATE

CLIENT

Geodesic Dome

3

2

REVISION NO


X 1

0

8

7

6

5

4

3

2

1

Cut Dektite cone where indicated for the relevant pipe size

F

F

E

E

Slide Dektite flashing down over pipe. Water can be used as a lubricant

D

D

Apply neutral cure silicone sealant on underside of flange

C

C

Press pipe flashing into contours of roof panel

Fasten flashing to surface with self-tapping or self drilling screws; or selected pop rivets

B

B


PROJECT A

Geodesic Dome

CHECKED

OWNER

APPROVED

CLIENT

DATE

DESCIPTION :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

DATE

DEKTITE INSTALLATION INSTRUCTIONS

7

6

REVISION NO


X

REVISIONS

8

A

DOCUMENT NO :

5

4

3

2

1

0

8

7

6

5

4

3

2

1

6,4mm (¼''Ø) SELF-TAPPING SCREWS F

4,8mm (3/16'') S.S. WIRE ROPE BREAKING STRENGTH 1878kg (3700lb)

F ALUMINIUM HOUSING FOR CABLE STORAGE 4,8mm (3/16'') S.S. WIRE ROPE BREAKING STRENGTH 1878kg (3700lb)

COPPER STOP SLEEVES (NOMINAL PULL-OUT STRENGTH 488kg - (1075lb) EACH) PERMANENT WASHER E

E

S.S. ROPE CLIP

TOP GUSSET WITH 12,7mm (½''Ø) HOLE AT CENTER & 11,1mm (7/16''Ø) HOLE FOR EYEBOLT

D

D

HUB COVER CLIPS

ALUMINIUM DOME BEAM 150mm DEEP BEAM (TYPICAL) C

9,5mmØ x 38,1mm (3/8''Ø x 1 1/2'') S.S. EYEBOLT WITH S.S. WASHER AND (2) S.S. NUTS

11,1mm (7/16''Ø) HOLE FOR EYEBOLT 12,7mm (1/2''Ø) HOLE AT CENTER (CHAMFER)

C

CIRCULAR FORMED BOTTOM GUSSETS (NODE PLATE) 8°

VERTICAL LINE FROM GUSSET TO IFR

MAX. ANGLE FOR IFR ALUMINIUM DOME BEAM 150mm DEEP BEAM (TYPICAL)

B

B

CIRCULAR FORMED TOP GUSSETS (NODE PLATE) THIS DRAWING IS THE PROPERTY OF AKTEK. IT IS NOT TO BE TRACED, COPIED OR PUBLISHED WITHOUT THEIR WRITTEN CONSENT OR TO BE MISUSED IN ANY WAY.

A

PROJECT

CHECKED

OWNER

APPROVED

CLIENT

Geodesic Dome

DOCUMENT NO :

DOME-ROOF-SEAL REV.

DESCRIPTION

NAME

IFR CABLE HOUSING ASSEMBLY

DATE

7

6

REVISION NO


X

REVISIONS

8

A

DATE

DESCIPTION :

5

4

3

2

1

0

Ateco Geodesic Dome Drawings for Information

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