HomeMy WebLinkAbout210 Station Avenue Observatory Sections and DetailsCenterline - Dome /Telescope Pier
I
11
Dome
(By Others)
*Telescope Base Plate
(Coord. Mounting Holesw/ \ „ Bottom
Support Base) 16 Observing Aperture _
1 Telescope Support Base=
i 1 I 71
i 6" Dia. Steel Pipe, w/ 1/4" Thick Elev. 15.OD
I Dome Wood Base Plate
Solt
Flexible
Sealant Joint IN
(Match Floor Color) -
Elev. 7.83
20'-0""
t
8" /�-'fij- -�
/ III
8" Concrete
Foundation Wall
Pier/Slab Isolation
(Minimum - 1" Wide)
7
Mounting Plates Top/Bot, w/ (4)- t
Symetrical Stiffeners.' = 5 -q/ (Provided By Manufacturer) Top Of 16" Pier / / / 5p--O"Telessccope Pier Ftg.
I \ —Top I O
— -(Verify/Coord. Ht/MountiSkirt/Swivel Mech.
Shim/Spacer ng Holes, w/ — �� Dome Elev. 11.66
Wood `v 16" \
Conc. Pier. & Telescope Req's In Field) p — — Elev. 1.00
1 / \ U
Top Of 24" Pier 2 � I , n
Elev. 9.00 \x X 107
Slab Control Joint
2" 3/4" - _ Top Wall Plate — — 5 1 2 40 I Elev. 14.08 —� L
Electrical/Communication
,ra w�
Receptaefes (4) & Conduit. Dome Anchor Bolts �r to
'
(Place Symetrically About Pier, 2 -0 O.C. r #4 Rebar
Block/Form As Shown, 41/2 (Field Locate & Install As Req'd
To Allow For Face Plate Installation
By Dome Mfg'i) (Sce Section) Thicken Slab
—112" CDX Plywood Base Q Edge, Typ.
3/4" a 2x6 Wall Sheathing 0, 11(See Section) -
(Coord. Fin. Material, & Application ( )
Isolation t Fr., 12 o.c. 2 4o„ I b 24 �/
iv Method In Field w/ Architect) \ I } I F.�I
ac
Joint Top Dome Foundation 2. 4O I I O
Elev. 7.83
4 1.. F�
d 1 -
8” Concrete El�I
ey. 4.66°
2 2 =45° I Foundation /__ n/
} 8,. Thick 31/2 = ( Frost Wall
�I - ---_ —
Conc Wall
o `n ------ — — ----- 1
Note: I ? 0
Fiberglass (12"L Anchor Bolts, 2'-0'o.c.)°
6� oa Contractor Shall Be Responsible
"
Insulation
b Ip
13/4" For Coordinating/Provid ing
ASmooth/LJniformlyCdrved, Surface. - I I I lU ir1
Dome Fnd/Wall Plate Scale 2" = I' -d" I I ( Slab Control Joints Eley. 3.66
to
TI ! // O I I I fh I 7/-6
„ ( ��.0
r 11
Floor Isolation#4Reb
ar N.yP (Provide Min. 1"
Space I"(Symetrically Plarcl, "Non -Contact" S
Coord. w/ Section) Conduit
Outlet, Typ.
oCenter Telescope Pier /
Scale 11/2" = 1'-0"
4"—
Metal Roof
(Lead Coated Copper)
-�-8�: 4'-0" -
6-0 6_0 N + 1 Waterline (Future Bathroom) 2 PVC Electrical Conduit & Foundation Pipe Sleeves,)/
Face Of I (Coordinate Size, & Depth Below Slab, w/ Local Codes, & Installer Req's.)
I - CDX Wall E1ev. 3.66
\ Sheathing „ ' 8" Concrete Foundation Wall On,
Contractor Shall Verify/Coord. I I 10"d x 20"w Continuous Concrete Footing, w/ I I nw O
Dome Dimensions. tic/ Manufacturer, I I /_
Eley. 4.66 0"o.c., Typicaly
PriorTo Foundation Construction. - 4" Concrete Slab w/ 6x6 WWF
5/8"x 10" L. Anchor Bolts, 6'
F & 6 Mil Poly Top Of/Typ. I + I^ U N
Telescope t 26" Crushed/Compacted 3/4" Bluestone Base, Frost Fnd _
Observing Aperature/ I + On Compacted Substrate. Elev. 4.66 I `
Horizon Line 10 3/4" ( +'
Elev. 15.00Premolded Compressible Filler,
�
-T.O. WallI
Elev 14.08 t - 'x Typical At All Slab/Wall Junctions.
3'-6" 3'-6"41,
Mr. Kelvin L. Parkinson
t F T.o wQQ
Eley. 12.32.3 7 T,.0., Pier _
2x6 Clg. Joists Metal 2'-0„"" 66
Floor Rail 42"h. Metal °C
2x4 (Coord. Layout w/ Arch) N
Framing, 16"o.c. ,Wall Rail
_ PierSte-_ 1-1/2" Dia.
N _'P_
T
Elev. 9.00
00 Alum. Door
(Coord. w/ Arch.) O
i- Wood Door(s) 2x4
4" Conc Slab (6 Panel, Painted) Support
w/ Thickened Edges. Walls)
(Provide Power Troweled/Smooth Fin.) C
Slab Elev. 4.66 «
K — • �1 ._ I 1 • �.
I P.O. Box 359 I Q
_ - Elev. East Dennis, MA 02641
(- —
rjo
3
I I-- -- -- -- --- -1� Irj
Ira
U
Eley' 10.00 { - - - - + - - - - - - - - - - - U0
I Foundation PlanU
t
79,� I :.� Premolded q U
Scale 3/8" = 1'-0" 20'-0" Compressible Filler, Typ.'"'; W (n
a
- - �--y
2x4 Wall Framing, 16" o.c. w/ $ 4" Thick Conc Slab w/ �+%
5 I/2" Top Of Dome 1/2" CDX Sheathing/Fgl Insul. i 6 Mil Poly Moisture Barrier = v
Foundation -w
2 O t , �0 'TT,
7.83 2x6 P.T. Sill On -��\ 1 - T.O. Slab .1:
g" Foam Sill Sealer wL a a<- a. ; z 0 U ^,
I Elev. 4.66
- 5/8"x 10" L. Anch. Bolts,
o
6-0" o.c. .' 6" Thick " n
8" Thk. Conc Wall o Bluestone Base '"'�
P/ QJ G 00
o
*f ~Pier/Slab Isolation , . i F" w
t ` Finished Grade Compacted Substrate fj
!! \� (Minimum - 1" Wide) (Slope Away Fr. Foci- Min. 1/4" Per Ft.)V3 Q
n
T.O. Fig..•� ' 00
\ P a < : ' /�. El U
ev. 1.00 • .: ^^
Conc. Ftg 10"d. x 20' w. EJ
'1 ,-, 7 v
2x4 Construction Key
\ •t �i *Set Min. 48" Bel. Grade
8" Concrete
Foundation Wall
Compacted Substrate Typical Fnd/Ft /Sill
Compact All Substrates Below &Adjacent To All Yp g
Foundation Walls, Footin s, and Slabs
Prior to Installation. g 3 Scale I"= P-0", - -/8l02
FgL
Insul.
6 Mil Poly : Drop Fnd/Slab �\ 24"/16" Dia.
1 0°
6” Stone Base, 12" Q Door M.O.'s w/ #4 Rebar,
Compacted Substrate.
Ftg. Elev. 1.00 t
Concrete
F _ Typical Section
Foundation Frost Wall
Conc Ftg, w/ 2x4 Key
-Scale 3/8" =1'-0"
Al