HomeMy WebLinkAbout210 Station Avenue Observatory Section and Details 2*Telescope Base Plate -
(Coord. Mounting Holes w/
Support Base) -
Flexible
Sealant Joint 1"'
(Match Floor Color) -
Space I"
Centerline - Dome /Telescope Pier
t
t_
#4 Keoar -�
(Svmetrically
6,-0„
-Dome
(By Others)
tsottom
Telescope Support Base = Observing Aperture- -
6" Dia. Steel Pipe, w/ 1/4" Thick Elev. 15.00
Dome Wood Base Plate
Mounting Plates Top/Bot, w/ (4)
Symetrical Stiffeners. = (Provided By Manufacturer)
5'-9"
Verify/Coord. Ht/Mounting Holes, w/— Dome
Cone Pier. & Telescope Req's In Field) Wood Shim/Spacer Skirt/Swivel Mech.
_ _ Top Wall Plate
" 2 to I Elev. 14.08
/� Electrical/Communication I/4 2
/ Receptacles (4) & Conduit. -Dome Anchor Bolts
- - (Place Symetrically About Pier, 2-0"o.e.
Block/Form As Shown, (Field Locate & Install As Req'd
To Allow For Face Plate Installation) By Dome Mfg'r)
—1/2" CDX Plywood Base
3/4"_ 2x6 Wall Sheathing
0oFr. 12"o.C. (Coord. Fin. Material, & Application
/ Isolation iv 2. Method In Field w/ Architect)
Joint Top Dome Foundation 2 �O
'Elev. 7.83
2 ,2 � _ 45° I" t
8" Thick
Conc Wall
Fiberglass (12"L Anchor Bolts, 2'-0'n c) •V o < Note.
Insulation . ;' Contractor Shall Be Responsible
b IQ
13/4" For Coordinating/Providing
A Smooth/Uniformly Curved, Surface.
Dome Fnd/Wall Plate Scale 2" = I -o"
p \ 2 /
,•may Outlet, Typ.
Center Telescope Pier /
Scale 11/2" = 1'-0" I
411-
Metal
„_Metal Roof —
(Lead Coated Copper)
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Foundation Frost Wall ypiCa eC Zen
Conc Ftg, w/ 2x4 Key
Scale 3/8" - 1'-0"
-ace Of
_-DX Wall
>heathing
Elev. 7.83 �1
_ 20' V n
1 4 1/2” '
3'-8" 8" � • �
Top Of 16" Pier / / / 5=0" \
i
8" Concrete
Foundation Wall
Pier/Slab Isolation
(Minimum - 1" Wide)
\\ —Top Of
Telescope Pier Ftg.
\ Elev. 1.00
Slab Control Joint
Elev. 11.66 16"
Top Of 24" Pier 2•
/ �- +ice
Elev. 9.00 x X
�— 8 Concrete Elev. 4.66
Foundation
Frost Wall
_ Slab Control Joints El
v. 3'66 'may
_� 7'-6"
1 Waterline (Future Bathroom) I
' PVC Electrical Conduit & Foundation Pipe Sleeves,) 1
(Coordinate Size, & Depth Below Slab, w/ Local Codes, & Installer Req's.) Elev. 3.66
I 8" Concrete Foundation Wall On
10"d x 20"w Continuous Concrete Footing, w/
5/8"x 10" L. Anchor Bolts, 6'-0"o.c., Typical
Elev. 4.66
T 4" Concrete Slab, w/ 6x6 WWF & 6 Mil Poly Top Of Typ.
6" Crushed/Compacted 3/4" Bluestone Base, Frost Fnd
On Compacted Substrate. Elev. 4.66
1 Premolded Compressible Filler, I
Typical At All Slab/Wall Junctions.
3'-6" T-6" II •tl
Elev. 3.66 3 I)
Premolded
_0" Compressible Filler, Typ.
2x4 Wall Framing, 16" o.c. w/ ' 8" 4" Thick Conc Slab w/
-Top Of Dome 1/2" CDX Sheathing/Fgl Insul. j 6 Mil Poly Moisture Barrier
Foundation
Elev. 7.83 2x6 P.T. Sill On —� I _ T.O. Slab
Foam Sill Sealer w/ Elev. 4.66
5/8"x 10" L. Anch. Bolts, ii _
6'-0" o.c. 6" Thick
/L•� /,�` \ .:x,., o,. Bluestone Base
8' Thk. Conc Wall
Finished Grade Compacted Substrate
(Slope Away Fr. Fnd - Min. 1/4" Per Ft.)
T.O. Ft
Conc. Ftg 10"d. x 20"w. `\ ^:°Y s. ° \� Elev. 1.00
2x4 Construction Key
* Set Min. 48" Bel. Grade
X20 i
8" Concrete
Foundation Wall
Compacted Substrate T1 b ical Fnd/Ft /Sill p
Compact All Substrates Below & Adjacent To All O n r n 5/O/�2
Foundation Walls, Footings, and Slabs
Prior to Installation. Scale I = 1-0
#4 Rebar /�
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(See Section) L 1 Thicken Slab
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�— 8 Concrete Elev. 4.66
Foundation
Frost Wall
_ Slab Control Joints El
v. 3'66 'may
_� 7'-6"
1 Waterline (Future Bathroom) I
' PVC Electrical Conduit & Foundation Pipe Sleeves,) 1
(Coordinate Size, & Depth Below Slab, w/ Local Codes, & Installer Req's.) Elev. 3.66
I 8" Concrete Foundation Wall On
10"d x 20"w Continuous Concrete Footing, w/
5/8"x 10" L. Anchor Bolts, 6'-0"o.c., Typical
Elev. 4.66
T 4" Concrete Slab, w/ 6x6 WWF & 6 Mil Poly Top Of Typ.
6" Crushed/Compacted 3/4" Bluestone Base, Frost Fnd
On Compacted Substrate. Elev. 4.66
1 Premolded Compressible Filler, I
Typical At All Slab/Wall Junctions.
3'-6" T-6" II •tl
Elev. 3.66 3 I)
Premolded
_0" Compressible Filler, Typ.
2x4 Wall Framing, 16" o.c. w/ ' 8" 4" Thick Conc Slab w/
-Top Of Dome 1/2" CDX Sheathing/Fgl Insul. j 6 Mil Poly Moisture Barrier
Foundation
Elev. 7.83 2x6 P.T. Sill On —� I _ T.O. Slab
Foam Sill Sealer w/ Elev. 4.66
5/8"x 10" L. Anch. Bolts, ii _
6'-0" o.c. 6" Thick
/L•� /,�` \ .:x,., o,. Bluestone Base
8' Thk. Conc Wall
Finished Grade Compacted Substrate
(Slope Away Fr. Fnd - Min. 1/4" Per Ft.)
T.O. Ft
Conc. Ftg 10"d. x 20"w. `\ ^:°Y s. ° \� Elev. 1.00
2x4 Construction Key
* Set Min. 48" Bel. Grade
X20 i
8" Concrete
Foundation Wall
Compacted Substrate T1 b ical Fnd/Ft /Sill p
Compact All Substrates Below & Adjacent To All O n r n 5/O/�2
Foundation Walls, Footings, and Slabs
Prior to Installation. Scale I = 1-0
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