HomeMy WebLinkAbout03110037 - 182-03 Z - Inlow Park Repairs & Improvements A104DATE:
1.13.10
PROJECT NO.:
7628.001
INLOW PARK
REPAIRS &IMPROVEMENTS
CARMEL, INDIANA
I
CARMEL -CLAY BOARD OF PARKS RECREATION
SHEET T1TLE:
DRAWING FILES:
DATE:
1.13.10
PROJECT NO.:
7628.001
DRAWN BY:
DJM
CHECKED BY:
SHEET T1TLE:
DRAWING FILES:
SHEET NO.:
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COLORS OF SPLIT
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EL. 0
FIN. GRADE
L. -2
T /FOOTING
EAST EXTERIOR ELEVATION
SCALE:1 /4 =1' -0"
EXISTING PUMP HOUSE (BEYOND)
2 X 6 TREATED LUMBER PURLIN
NALL SECTION
16' -8"
STANDING SEAM METAL ROOF
TO MATCH EXISTING
(2) LAYERS EXTERIOR GRADE
PLYWOOD SHEATHING
f L4" X 4" X 4" PAINTED STEEL
ANGLE EA. SIDE OF PURLIN
OPEN BETWEEN TRUSS WEB
MEMBERS
6 i X 3" LAMINATED TIMBER
TRUSS STAIN TO MATCI -1
EXISTING
L4" X 4" 4" CONTINUOUS PAINTED
STEEL ANGLE
1 1 0 x 6" ANCHOR BOLTS N/
3" HOOK AT 24" O.C.
CONTINUOUS 8" BOND BEAM
TOP COURSE OF NALL N/ (2)
#5 HORIZ. REINF.
8" SPLIT FACED CONCRETE
MASONRY N/ #5 VERTICAL 32"
O.C. AND HORIZONTAL JOINT
REINF. 16" O.C. GROUT CORES
SOLID AT VERTICAL BARS TIE
TO FOUNDATION RESAR
8" X 16" LOUVERED BLOCK
VENT (TYP. OF 4)
4" COMPACTED STONE
8" CONCRETE MASONRY
FOUNDATION NALL N/ #5
VERTICAL 32" O.G. AND
I- IORIZONTAL JOINT REINF. 16"
O.C. GROUT CORES SOLID AT
VERTICAL BARS
d
CONCRETE FOOTING N/ (3) #5
a CONTINUOUS
TRUSS DESIGN;
IEIG1 -4T 4 SPAN 4 x
STANDING SEAM METAL
ROOF TO MATCI -I EXISTING
6 i" X 3" LAMINATED
TIMBER TRUSS STAIN TO
,,MATCH EXISTING
EL 5' -0"
TOP OF NALL
SPLIT FACED CONCRETE
MASONRTY N/ #5 VERTICAL
32" O.C. AND HORIZONTAL JOINT
REINF. 16" O.C. GROUT CORES
SOLID AT VERTICAL BARS
X 16" LOUVERED BLOCK
VENT (TYP. OF 4)
EL. 0' -0"
FIN. GRADE
STANDING SEAM METAL
ROOF TO MATCH
EXISTING
(2) LAYERS i"
EXTERIOR GRADE 1
PLYWOOD 51 -IEATI -ZING
TREATED LUMBER PURLIN-1
6 X 3" LAMINATED
TIMBER TRUSS STAIN
TO MATCH EXISTING
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SOUTH EXTERIOR ELEVATION
SCALE:1 /4 "=1' -O"
1"
2
2
WALL SECTION
rr
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EXISTING PUMP HOUSE
2" x 6" ANCHOR BOLTS NI
3" NOOK AT TRUSS SEARING
LOCATION
CONTINUOUS 8" BOND BEAM
TOP COURSE OF WALL W/ (2)
#5 HORIZ. REINF.
8" X 16" LOUVERED BLOCK
VENT (TYP. OF 4)
4" COMPACTED STONE
CONCRETE FOOTING N/ (3) #5
CONTINUOUS
j
L4" X 4" PAINTED STEEL ANGLE
SEAT BY TRUSS MFGR
8" SPLIT FACED CONCRETE
MASONRY NI #5 VERTICAL 32
O.C. AND HORIZONTAL JOINT
REINF. 16" O.C. GROUT CORES
SOLID AT VERTICAL BARS TIE
TO FOUNDATION REBAR
8" CONCRETE MASONRY
FOUNDATION NALL N/ #5
VERTICAL 32" O.C. AND
HORIZONTAL JOINT REINF. 16"
O.C. GROUT CORES SOLID AT
VERTICAL BARS
6
NEW STORAGE
EL. 0' -O"
FIN. GRADE
STANDING SEAM METAL
ROOF TO MATCH EXISTING
6 i" X 5" EXPOSED LAMINATED
TIMBER EAVE BOARD BY TRUSS
MFGR. STAIN TO MATCH EXISTING
EL 8
TOP OF NALL
SPLIT FACED CONCRETE
MASONRTY NI #5 VERTICAL
32" O.C. AND HORIZONTAL JOINT
REINF. 16" O.C. GROUT CORES
SOLID AT VERTICAL BARS
MATCI -1 EXISTING BANDING
AND COLORS OF SPLIT FACED
BLOCK (TYP)
O EL 0' -0"
FINISH GRADE
8" X 16" LOUVERED BLOCK
VENT
eikEL -2' -8"
TOP OF FOOTING
STANDING SEAM METAL ROOF TO
MATCI -I EXISTING
(2) LAYERS EXTERIOR GRADE
PLYWOOD SHEATHING N/ ICE AND WATER
SHEILD MIN. 24" DEPTH
RAKE DRIP FLASHING METAL
ASSEMBLY BY METAL ROOF MFGR
COLOR TO MATCI -I EXISTING
6 Z" X 3" LAMINATED TIMBER TRUSS
STAIN TO MATCH EXISTING
L 5" X 5" X 4" PAINTED STEEL ANGLE
L4" X 4" i CONTINUOUS PAINTED
STEEL ANGLE
2" 0 ANCHOR BOLTS N/ 3"
HOOK AT 24" O.C.
CONTINUOUS 8" BOND SEAM
TOP COURSE OF NALL NI (2)
#5 HORIZ. REINF.
WALL SECTION DETAIL
SCALE:I I/2 =1' -0"
2' -O"
NALL SECTION DETAIL
6" MINIMUM CONCRETE PAVING
MATCH EXISITNG
4" COMPACTED STONE
6 i X 3" EXPOSED LAMINATED
TIMBER EAVE BOARD SY TRUSS
MFGR. STAIN TO MATCH EXISTING
8" CONCRETE MASONRY
FOUNDATION NALL NI #5
VERTICAL 16" O.C. AND
HORIZONTAL JOINT REINF. 16"
O.C. GROUT CORES SOLID AT
VERTICAL BARS
CONCRETE FOOTING N/ (5) #5
CONTINUOUS
STANDING SEAM METAL
ROOF TO MATCH EXISTING
/1/23974/49: AMIN
AMIN
NMI
—i
rag
—1
EL -43"00
TOP OF FOOTING
EL =8' -0"
TOP OF NALL
8" SPLIT FACED CONCRET
MASONRTY NI #5 VERTICAL
52" O.C. AND HORIZONTAL JOINT
REINF. 16" O.C. GROUT CORES
SOLID AT VERTICAL BARS
MATCH EXISTING BANDING
AND COLORS OF SPLIT FACED
BLOCK (TYP)
EL =O' -0"
FINISH GRADE
NORTH EXTERIOR ELEVATION
SCALE:1 /4 "=1' -0"
6' -0"
NEW STORAGE
STANDING SEAM METAL ROOF T
MATCH EXISTING
(2) LAYERS i EXTERIOR GRADE
PLYWOOD SHEATHING
6 i" X 3" LAMINATED TIMBER TRUS
STAIN TO MATCH EXISTING
L 5" X 5" X i" PAINTED STEEL ANGLE
EAVE DRIP FLASHING METAL
ASSEMBLY BY METAL ROOF MFGR
COLOR TO MATCH EXISTING
6 i" X 3" EXPOSED LAMINATED
TIMBER EAVE BOARD BY TRUSS
MFGR STAIN TO MATCH EXISTING
CONTINUOUS METAL PERFORATED
SOFFIT PANEL AND ALL METAL SOFFIT
ASSEMBLY PIECES BY METAL ROOF
MFGR COLOR TO MATCH EXISTING
CONTINUOUS 2X WOOD BLOCKING
PAINT TO MATCH EXISTING
SCALE:1 1/2 I'
STANDING SEAM METAL ROOF
TO MATCH EXISTING
(2) LAYERS i EXTERIOR GRADE
PLYWOOD SHEATHING
L5" X 5" X i PAINTED STEEL
ANGLE EA. SIDE OF PURLIN
6 3" X 3" LAMINATED TIMBER
TRUSS STAIN TO MATCH
EXISTING
OPEN BETWEEN TRUSS NEB
MEMBERS
L4" X 4" i" PAINTED STEEL ANGLE
SEAT BY TRUSS MFGR
(2) i CP X 6" ANCHOR BOLTS
NI 3 1-400K AT TRUSS
BEARING
8" SPLIT FACED CONCRETE
MASONRY MATCH EXISTING
CONTINUOUS 8" BOND BEAM
TOP COURSE OF WALL
(BEYOND)
t .11 .1 n fll
EXISTING PUMP HOUSE
STEEL TRUSS CONNECTORS TO BE
FINISHED TO MATCI -I EXISTING (TYP.)
NALL SECTION DETAIL
WALL SECTION DETAIL
a
EXISTING STANDING
1 7
SEAM METAL ROOF
EXISTING 6 i" X 3"
LAMINATED TIMBER
TRUSS
EXISTING i" PLASTIC
GLAZING BETWEEN NEB
MEMBERS
EL. 8' -0"
T /WALL
EXISTING 8" SPLIT
FACED CONCRETE
MASONRY
REVISIONS
NO.
A
DESCRIPTION
DATE/INIT.
�Q. GIST R�:�•.
ND 4444
STATE OF
cH ITE
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2001)
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
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