A1.1 A1 Plans
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(e) garage
mud room
(e) house
bench
high shelf/cubbie
pergola
2
A2.1
3
A2.1
1
A2.1
A8.1
1
2
3
4
12'-9 3/8"
11'-3 1/2"
6'-7 7/8"
7'-8 3/8" 8'-4 1/8" 8'-4 1/8" 3 7/8"
7 3/4"
7 3/4"
7'-0 1/8"
shelving
bench (flooring runs
under bench)
closet
(rod/shelf hanging)
closet
(open for lax
stick/umbrella bin)
existing posts to remain
(trim/modify base as
necessary)
PROVIDE BLOCKING & MOUNT
hooks on ptd trim bd
ptd beadboard
above bench typ
bench
existing posts to remain
(modify base & capital
as necessary) -typical
1'-0"
1'-6"
1'-6"
1'-2"
new beadboard clg. W./PTD
TRIM MOULDING @ PERIMETER
build out wall (align
w/other side)
6
A2.1
existing door to remain
existing foundation below
to remain.
line of assumed existing
foundation below (to remain).
5
A2.1
3"
5'-4"6"
2'-8" 1'-7 3/8"
5 7/8"
1'-0"
ALIGN WALL
CORNERS
3 1/4"
2'-0"
3'-1"
(e) garage
pergola
2
A2.1
3
A2.1
1
A2.1
12'-9 3/8"
11'-3 1/2"
6'-7 7/8"
7'-8 3/8" 8'-4 1/8" 8'-4 1/8" 3 7/8"
7 3/4"
7 3/4"
7'-0 1/8"
6
A2.1
EXISTING COLUMNS TO REMAIN
(shore up as necessary and provide
connection to new foundation/slab)
NEW 12" w GRADE BEAM w/reinforcing below
pinned to face of house exterior
foundation wall & returns down to bear
on EXISTING FOUNDATION walls @ vault below
(beam spans over existing stone vault
below to remain.
ASSUMED EXISTING FOUNDATION WALL
(CONTRACTOR TO VErifY IN FIELD)
NEW CONCRETE FOOTINGS
@ EACH NEW COLUMN/POST
MIN 3 FT BELOW GRADE
(TYPICAL).
new 5" concrete structural slab. (SEE
WALL SECTION). new slab height set for
fin.flooring (porcelain ceramic tile or
other as approved by owner) to be flush
with existing stone threshold at doorway
to remain.
.
new slab TURNS DOWN OR PINNED TO
SEPARATE POUR CONT.CONC FOOTING
BEARING ON existing foundation wall below
(contractor to v.i.f.)
new slab pinned to existing
foundation wall @ perimeter (TYP)
(1
2" x 18" DOWEL w/epoxy
(1) @ ea end & 18" o.c. cont.)
(contractor v.i.f. condition of exist wall)
conc foundation turns down below
corner of new grade beam
to bear on foundation wall below.
pin to foundation below:
drill/epoxy (4) 1
2"x 18" vertical rods
.
.
1'-0"
new slab TURN DOWN
(CONTINUOUS) FROM CORNER
TO GRADE BEAM (OR
PINNED TO SEPARATE
POUR CONT.CONC FOOTING)
BEARING ON existing
foundation wall below
(contractor to v.i.f.)
EPOXY/PIN END TO EXISTING
HOUSE FOUNDATION WALL.
(SEE RELATED NOTES @
WALL SECTION)
GLADWYNE, PA
1115 BRYN TYDDYN DRIVE
WRIGHTSON RESIDENCE
Renovations and Additions to:
1704
04/12/17
Foundation & Floor Plan
A1.1
1 Mudroom & Pergola Plan
SCALE: 1/2"=1'-0"
2 FOUNDATION Plan
SCALE: 1/2"=1'-0"
