HomeMy WebLinkAbouta5011
2
co
3
E2 HANDRAIL POST EMBEDMENT
3" = 1'-0"
2 -component sealant,
dome top 1/8"
sloping away from post
Bond breaker
Stainless steel sleeve
Non -shrink grout
Concrete ramp
4
5
ABOVE WALKING SURFACE
E2
A501
E4 HANDRAIL
1 1/2" = 1'-0"
6
2-1/4" Wide profiled steel handrail
1 1/4" x 1/2" x 1/8" Steel channel,
punch for post and weld on blind
side
1" Stainless steel post @ 30" O.C.
maximum
1 1/2" x 1/2" Stainless steel bar
Set post centered in 2 1/2" stainless
steel sleeve with non -shrink grout
4"
Ice and water sheild membrane
at eaves typical
Existing wood deck and structure
New 30# felt
New slate roofing
New copper drip
Adjustable copper or brass gutter hangers / jQ
J.
@ 12" O.C. as shown
Gutter screen
New copper half -round gutter
see A2 for locations & sizes
C4� GUTTER DETAIL
1" = 1'-0"
Existing Wall
7
8
G 00 0
9
0
0
tit
/Th FOUNDATION DRAIN
1/2" = 1'-0"
Blocking as required,
typical
10
Foundation/exterior wall
Slope grade from building
Parge face of foundation wall, see structural drawings
Note: parging must create post drainage
Fluid applied waterproofing. Provide
fabric reinforcement at all changes in
vertical plane with second coat of
waterproofing
2" XPS Rigid insulation
Dimpled drainage plane with filter fabric
Filter fabric
Porous fill, see Civil drawings
Backfill, see Civil drawings
4" Perforated drainage pipe,
see Civil drawings
Basement floor
1"
Typica— IV
3/4" x 3/4" Trim
with 5/8" Radius Cove
1" x 12" Fascia Board
t.
a_
C7 SOUTH PORCH FASCIA & COLUMN BASE
1" = 1'-0"
Interior Structure Not Shown
Rebuild Column Facing at 10 Locations
to 48" Above Porch Floor with 1 3/8" Boards
to Match Existing, Including Chamfers
1" x 1" Base Cap With 3/4" Radius Cove, Miter Corner
1 1/4" x 9 1/4" Base Board, Miter Corners
3 1/4" Face x 3/4" Thick
Tongue & Groove Flooring Porch Floor
2X Framing - Adjust Height To Set Pitch of Porch Floor
to 1" Rise per 50" Run
Rim Joists (Existing)
Girder Beyond - See Structural Drawings
Stone Porch Footing (Existing)
VARIES
w
rz
zz
3/8" Aluminum kickplate to provide maximum gap
at window of 3"
Metal bar grate
3/4" x 6" Stainless steel pin into capstone and
concrete at 24" O.C. Minimum 2 per piece of stone.
Grout solid.
Salvaged Bluestone capstone unless otherwise
noted, and patch approximately 10 holes in coping
per specifications secion 040210
-4111—
WINDOW WELL DRAIN DETAIL
A7
_ J
1/2" = 11-0"
Grade, maximum 2" below cap
L4 x 6 x 5/16" (LLV) SS, continuous at
3 sides, anchor with 1/2" x 4" adhesive
embedded anchors at 2'-0" 0.0
8" Poured concrete wall
Existing window
Areaway floor, pitch to drain at 1/4" per
12", center drain in areaway
Storm drain, see Civil Drawings
Foundation waterproofing see detail E7 / A501
•RED A
•
O175A! -1/4
•••
(475A„
EOFNOtN,
W
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
0
0
0
•
•
0
tics.
1
(Ts
0
c
V♦ 0
a)
Q? O g
Q) 0cp
CC5 E T
2
(i)
haca, New York 14850
DATE:
14 December 2018
PROJECT:
1711
E
D
C
8
OTHER:
DRAWN BY:
ajr, AM
EXTERIOR
DETAILS
A501
A
1
2
3
4
5
6
7
8
10