HomeMy WebLinkAboutG230DRN
SITE DETAILS G230
6
G230
7
G
230
D
1414 UNDERWOOD AVE.
WAUWATOSA, WI 53213
414.431.3131
414.431.0531 FAX
TEL
WWW.AGARCH.COM
Architecture
Engineering
Planning
REVISIONS
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, INC. AND SHALL
NOT BE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
SHEET NO.
DATE
PROJECT
DRAWN BY
L:\XMworkspace\Standards\plotdrv\agpdf.plt
L:\XMworkspace\standards\tables\pen\ag.tbl
PLOT PARAMETERS: FILE: K:\071101\CADDGN\City Submission\G230.DGN
PLOTTED ON: 12/11/2008 2:41:07 PM 0:1 ’:" / in.
LAST SAVE:
PENTABLE:
12/11/2008
MODEL: Plot Sheet
BY USER: iew AT SCALE:
USING DRIVER:
Continuing Care Retirement
Carmel Indiana
071101
The Barrington of Carmel
NOT FOR
CONSTRUCTION
01 OCT 2008
1/4" = 1’-0"
6
1/4" = 1’-0"
TRASH/GENERATOR ENCLOSURE ELEVATION TRASH/GENERATOR ENCLOSURE ELEVATION
PREFINISHED
METAL COPING
2-0
SECTION D
G230
1x6 R.S. CEDAR BOARDS w/
1/4" SPACE, ANCHORED w/
2" STAINLESS STEEL SCREWS,
2 SCREWS TOP & BOTTOM
PER BOARD
GATE TOP
RAIL
1x4 PPT SCREWED THRU
FENCE FABRIC w/ 2"
STAINLESS STEEL SCREWS
INTO 2x4 PPT
TYPICAL TOP & BOTTOM
GATE STRUCTURAL DESIGN
BY GATE MANUFACTURER/
FABRICATOR
ALL PARTS TO BE GALVANIZED
1-0 3-0 7-4
SECTION E
G230
6" CONCRETE SLAB w/
6 x 6 x W2.9 x W2.9 WWF
2-0" POURED CONCRETE
FOOTING W/ (2) - #5 BARS
1/2" EXPANSION FELT
2-0
1-0 3-0 7-4
SECTION F
G230
6" CONCRETE SLAB w/
6 x 6 x W2.9 x W2.9 WWF
2-0" POURED CONCRETE
FOOTING W/ (2) - #5 BARS
1/2" EXPANSION FELT
2-0
SPLIT FACE BLOCK
SMOOTH FACE BLOCK
SMOOTH FACE BLOCK
SPLIT FACE BLOCK
SPLIT FACE BLOCK
SMOOTH FACE BLOCK
10-8
PREFINISHED ALUMINUM
CAP
CONTINUOUS CLEAT
PPT 2x4
3/4" PLYWOOD
PPT 1x4
#10 PLATED SCREWS
@ 18" o.c.
8" POURED
CONCRETE
FOUNDATION WALL
4
FILL WITH WASHED STONE
TO FOOTING
8" POURED
CONCRETE
FOUNDATION WALL
FILL WITH WASHED STONE
TO FOOTING
4
10-8
1-0 3-0 7-4 3-4
SMOOTH FACE BLOCK
DECORATIVE 8" CMU:
FILL @ 24" O.C. W/ GROUT & (1) -
#5 VERTICAL BAR DOWELED INTO
FOOTING
VERIFY HEIGHT w/
GENERATOR SHOP DRAWINGS
DECORATIVE
SPLIT-FACE CMU’S
COLOR TO MATCH
FIELD BRICK
DECORATIVE
SMOOTH CMU
TOP COURSE
COLOR TO MATCH
FIELD BRICK
DECORATIVE
SMOOTH CMU
BOTTOM COURSE
COLOR TO MATCH
FIELD BRICK
DETAIL
G230
DETAIL
G230
DECORATIVE 8" CMU:
FILL @ 24" O.C. W/ GROUT &
(1) - #5 VERTICAL BAR
DOWELED INTO FOOTING
PREFINISHED
METAL COPING
DECORATIVE
SPLIT-FACE CMU’S
COLOR TO MATCH
FIELD BRICK
DECORATIVE
SMOOTH CMU
TOP COURSE
COLOR TO MATCH
FIELD BRICK
DECORATIVE
SMOOTH CMU
BOTTOM COURSE
COLOR TO MATCH
FIELD BRICK
METAL CHAIN LINK
FENCE GATE SYSTEM
PREFINISHED
METAL COPING
DECORATIVE
SPLIT-FACE CMU’S
COLOR TO MATCH
FIELD BRICK
DECORATIVE
SMOOTH CMU
COLOR TO MATCH
FIELD BRICK
DECORATIVE
SMOOTH CMU
COLOR TO MATCH
FIELD BRICK
PREFINISHED
METAL COPING
DECORATIVE
SPLIT-FACE CMU’S
COLOR TO MATCH
FIELD BRICK
DECORATIVE
SMOOTH CMU
COLOR TO MATCH
FIELD BRICK
DECORATIVE
SPLIT-FACE CMU’S
COLOR TO MATCH
FIELD BRICK
DECORATIVE
SMOOTH CMU
COLOR TO MATCH
FIELD BRICK
DECORATIVE
SMOOTH CMU
COLOR TO MATCH
FIELD BRICK
G230 G230
G230
5
4
E
7
G
230
D
G
230
5
G230
5
1/4" = 1’-0"
TRASH/GENERATOR ENCLOSURE PLAN
38-8
20-0 16-8
17-4 13-0
32-9 1/8
6-0
1x6 CEDAR BOARDS ANCHORED
THRU CHAIN LINK FENCE
TO PPT 2x4’S @ 24" O.C.
G230
F
F
G230 G230
E
G230
D
ELEVATION
PLAN SECTION
PLAN
1
G230
SIGN #1
3/8" = 1’-0"
ROUGH SAWN
CEDAR 6 X 10
EIFS
ON 2" OSB
ON 2x4 FRAMING 16" O.C.
PREFINISHED METAL
NO EXPOSED JOINTS
FOR MDO PLYWOOD 1" CEDAR HALF ROUND
CEDAR CROWN MOULDING
(FYPON PROFILE # MLD452-8)
ROUGH SAWN
CEDAR 2 X 6
ROUGH SAWN
CEDAR BRACKET
BLOCK PIER WITH
CULTURED STONE
PIER FOOTING:
W/ (4) - #4 BARS
EACH WAY
APPLIED LETTERING
OF PROJECT IDENTITY
ROUGH SAWN
CEDAR 6 X 10
ROUGH SAWN
CEDAR 1 X 2
STUCCO
MDO PLYWOOD
2-4
1-8
6
2-0 1-0 10-0
4
4
5
8 1-4 2-0
6-0
3-6 4-0 5
8
8
1-0
4
12-0
16-0
TOP OF FOOTING
SEE PLANS
’SIMPSON AB66’
ADJUSTABLE POST
ANCHOR
6X6 P.P.T. POST
-OPAQUE STAIN ON
POST ANCHOR
STONE
COLUMN
CAST STONE
CAP
(2) 2X6
P.P.T.
2X6 P.P.T. BEAMS
@ 1’-2" O.C.
1-3 8-0 1-3
4X12 P.P.T.
GIRDERS
3/8" = 1’-0" G230
SECTION B
ELEVATION =
96’-8"
6X6 WOOD
COLUMN
2X8
WOOD
2X4 WOOD
1-6 6-0
1-2
3/8" = 1’-0" G230
SECTION C
3/8" = 1’-0"
’STOCK’ P.P.T. LATTICE -
OPAQUE STAIN
VERTICALS TO OUTSIDE
C
G230
ELEVATION 3
G
230
6X6 WOOD
COLUMN
2X8
WOOD
2X4 WOOD
6X8 WOOD
1-2
3/8" = 1’-0" G230
SECTION A
3/8" = 1’-0"
A
G230
ELEVATION 1
G
230
INDEPENDENT
LIVING COURTYARD
1-2
1-6 6-0 1-6
6X6 P.P.T (OPAQUE
STAIN) ON POST
ANCHOR
’STOCK’ P.P.T. LATTICE -
OPAQUE STAIN VERTICALS
TO OUTSIDE
G230
B
1-4
1 3/4
7-2 4
TOP OF PIER
2 x 6 P.P.T. BEAMS
@ 1’-2" o.c. TRELLIS WORK
OPAQUE STAIN
4 x 12 P.P.T. GIRDERS
OPAQUE STAIN
ELEVATION = 107’- 6"
1" x 4" P.P.T. TRIM
OPAQUE STAIN
’STOCK’ P.P.T. LATTICE -
OPAQUE STAIN
VERTICALS TO OUTSIDE
6 MAX.
4
GRADE LEVEL
ELEVATON=100’-0"
1" x 6" VERTICAL P.P.T.
VERIFY ELEVATION w/
GRADING PLANS
MAINTAIN 4" MAX. CLEAR
BOTTOM OF FENCE TO
GRADE
BLOCK PIERS
BELOW GRADE
3/8" = 1’-0"
ELEVATION 2
G
230
SKILLED NURSING COURTYARD
1 3/4 2-0
2-8
1 3/4 1 3/4
2-0
2-8
2X4 WOOD
6X8 WOOD
1-6
1-2
3/8" = 1’-0" G230
SECTION G
6X6 WOOD
COLUMN
BEYOND
2X8 WOOD
VERIFY ELEVATION w/
GRADING PLANS
1" x 6" VERTICAL P.P.T.
’STOCK’ P.P.T. LATTICE -
OPAQUE STAIN
1" x 4" P.P.T.
TRIM WITH
OPAQUE STAIN
6-4 1-4
TOP OF FOOTING
SEE PLANS
’SIMPSON AB66’
ADJUSTABLE POST
ANCHOR
6X6 P.P.T. POST
-OPAQUE STAIN ON
POST ANCHOR
STONE
COLUMN
CAST STONE
CAP
2X6 P.P.T. BEAMS
@ 1’-2" O.C.
1-3 8-0 1-3
4X12 P.P.T.
GIRDERS
3/8" = 1’-0" G230
SECTION H
ELEVATION =
96’-8"
2-8
1 3/4 1 3/4
2-0
1" x 4" P.P.T.
TRIM WITH
OPAQUE STAIN
6X8
WOOD
G230
G