HomeMy WebLinkAbouta1011
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Provide 6" S&D Piping from exiting
exhaust fan to 6" above grade including
transition, 90 degree elbows, and a
perferated internal plug. Anchor pipe to
house and seal pipe against water
infiltration.
Infill salvanged sandstone as
required to match existing
1 ( E7
BASEMENT FLOOR PLAN
Areaway wall and floor
with storm drain pipe centered in
areaway
See Structural Drawings for concrete
Civil Drawings for drain connection
Typical at 3 locations
Areaway grate
UP
Infill salvanged sandstone as
required to match existing
1/8" = 1'-0"
Reinstall stairs
C6 FIRST FLOOR PLAN
1 /8" = 1'-0"
A6 1/2" = 1'-0"
3/4" Thick x 3-1/4" face width
tongue and groove flooring,
painted to match existing
Note change in direction of flooring
at southwest corner
Scribe flooring at sprinkler riser
Temporary access during construction with construction
fence flanking temporary walkways. Any closure of
egress route must be coordinated with the owner in
advance. See Drawing L101 for fencing.
Areaway grate
Salvaged bluestone curb
Ramp h4drail,
typical at tach side
Rebuild bottom 4' of two columns with ---
scarf joint to existing column wrap,
match existing details
Areaway.grate
SalvageIi bluestone curb
Infill salvanged sandstone as
required to match existing
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Two piece replacement column base to C7 / A501
match existing at all columns, see detail
Contractor is to maintain safe Emergency Exit Only route
from the south entrance to beyond the construction fence at
all times.
Any closure of egress route must be coordinated with the
owner in advance.
Provide a premanufactured aluminum ramp with integral
guard rails when the route is not accessible to the exit gate.
Wall Type A
WALL TYPES
Foundation/exterior wall
Align
8" Concrete masonry units,
dowel with 6" #4 bar at 24"
O.C., minimum 2 bars per jamb
Parge both sides of CMU
Fluid applied waterproofing to 6"
below grade, typical
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Foundation/exterior wall
r,- Align
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Wall Type B
Salvaged bluestone from
areaway, trim depth to align
with CMU if required
Slope grade from building
8" Concrete masonry units,
dowel with 6" #4 dowels at 24"
O.C., minimum 2 bars per jamb
Parge interior side of CMU
Add parging to exterior of wall
below grade along with fluid applied
waterproofing, typical - see structural drawings
Chiang O'Brien
ARCHITECTS
•RED A
O1750, 4 _
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WARNING: It is a violation of
New York State Law for any
person, unless acting under the
direction of a licensed Architect,
to alter this document in any
way. If a document bearing the
seal of an Architect is altered,
the altering Architect shall affix
to such document his seal and
the notation "altered by" followed
by his signature, the date of
such alteration, and a specific
description of the alteration.
on Documents
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haca, New York 14850
DATE:
14 December 2018
PROJECT:
1711
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B
OTHER:
DRAWN BY:
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BASEMENT &
FIRST FLOOR
PLANS A
A101
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