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Limestone cap 8' x. 112' stainless
steel dowels spaced as required
by manufacturer. See Spec,
section 04410.
integral drip edge typ.
Spigot -see P series Drawings.
Limestone basin w /integral slope typ.
2' -8' x 1/2' stainless steel dowels
spaced as required by manufacturer.
See Spec. section 04410.
3/4' radius corners typ.
MI6 wall construction w / "4 * 8' O.C.
vertically, w/horizontal reinforcing
lro' O.C. Grout all cores solid.
See Spec. section 04200.
16' CMU wall construction
w/horizontal reinforcing
g 16' O.G. Grout a l l cores solid.
See Spec. section 04200.
Damproofing w/2'
rigid protection board.
See Spec. section 0'116o.
Foundation drain -see
G series drawings.
Roofing Felt, See
Spec. section 0,1313.
Galvanized corrugated metal.
See Spec. section0-1610.
3/4' Fir sheathing.
See Spec. section 06100.
2x8 cedar framing is i6' O.G. -
See Spec. section 06100.
Limestone keystone w/ 8' stainless
steel mounting dowels space horizontally -
as required by manufacturer. -see
Spec. section, 04410.
Limestone cap (beyond) w /8' stainless
steel mounting dowels spaced as required -
by manufacuter.see Spec. section 04410.
Cedar blocking as required. -
See Spec. section 06100.
Limestone cap w/ 8' stainless steel
mounting dowels spaced as required_
by manufacturer -see Spec.
section 04410.
Split -face CMU w /04 a 8' O.G.
vertically - horizontally reinforced _
16' O.C.Grout all cores solid.
See Spec. section 04200.
Drinking fountain -see P series Drawings.
Limestone basin w/2' -8' stainless eteal
mounting dowels spaced as required
by manufacturer -see Spec.
section 04410.
4' concrete slab w /6x6 -wl.4 x wl,4
wwf on 6' compacted granular fill.
CM foundation (beyond).
11-S 1 /S'
5(sictior
Sca la: 1 1/2' = V -m'
Sink Basin
6'-0' AF-F-.
T.C. Limestone Cap
Drinking fountain -see
P series Drawings.
3' -8' AFF
j Spigot Height
3'-C* A.FF.
T.O. Ba s to
3'-C' A.F.F.
Drinking Fountain
B.O. Ba s In
_ 4' split-Face CMU w/ integra I color.
See Spec. section Qi'420c,
_ Standard lightweigh M
t Cu_
See Spec. section, C42CC.
2x6 cedar rafter framing.
Double cedar 2x!0
framing as required.
Cedar 2x4 bottom
Plate w /sill sealer.
Limestone cap wi Ste inlesa
steel dowels spaced as
required by manufacturer
See Soec. section 04410.
Drip edge.
Split -face GMu -see
Spec. section 04200.
Deta i l
Zvcale: I I/L- = 1' -W-
5ection
Scale: 3/4' x V-0'
Limestone Gap
2' -0, Typ•
12' galvanized rotary turbine
— ventilator. Sim. to Leslie -Locke
1 T -12 121N Turbine vent.
.050 guage metal drip edge -color as
selected by Architect.
Ix6 cedar trim as required.
See Spec. section 06100.
Metal flue strapping. Comply w/
quality standards and Fabrication
details indicated in SMACNA'e
'Architectural Sheet Metal Manual.'
Plywood soffit beyond.
1x6 cedar trim as required.
See Spec. section 061oo.
12' .016 guage galvanized Flue pipe.
2x8 cedar rafters 4 2x6
cedar joists (beyond).
Ix6 wood trim, as req'd.
See Spec. section 06100.
Ix6 wood trim, as req'd.
See Spec. section 06100.
i/2' dia. anchor bolts is 24' O.C.
Metal shingle -sea Spec. section 0 ,7313.
Metal flue strapping. Comply w/
quality standards and fabrication
details indicated in 5MACNA's
'Architectural Sheet Metal Manual.'
$'-V AFF. AL-1
T.O. Masonry
lx6 gutter board -typ.
3/8' plywood soffit -typ.
Wood blocking as required -typ.
12' .016 guage galvanized Flue pipe.
Metal flue *trapping. Comply w/
quality standards and fabrication
details indicated in SMACNA'e
'Architectural Sheet Metal Manual.'
Split -face CMU -see
Spec. section 04200.
1/4' isolation joint typ.
12' .018 guage galvanized flue pipe.
4' concrete slab w 16x6 -wl.4 x wl.4
wwf on 6' compacted granular fill,
Damproofing w/2' rigid insulation
protection board. See Spec. section O'li6o.
Foundation drain see
C series Drawings. Typ.
S C H M I D T
ASSOCIATES
Wil -Fra -Mar Building
320 East Vermont Street
Indianapolis, IN 46204 -2126
317 -263 -6226
Fax: 317 -263-6224
Project No. 97059
Project Date Ma(4 15, i998
Produced kdr
Revision Date
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These Drawings and 5peciricatiorw and all oopiee thereof are and
shell ranch the property and copyright or the Ardytect They shall
be used only with respect to this Project and are rot to be used on
any other Project or Work without prior written percussion from
the Archtect.
River
Heritage
Park
&(Sct i OnS/
Flans
4402