HomeMy WebLinkAboutWest & South ElevationsLU
PAINTED WOOD
SIDING
I I I
j- - - - - - - - - - - - - - 1 -
---------- - --- - - -1--
\-ACCET BRICK
BAND
DORMER
12
(0
RIDGE VENT
A-1 2'-01x2'-01
,
BLACK ASPHALT A2 ROOF VENT 01
-8
SHINGLE ROOF
12 12-
12 (0.. (0
6F-
'---PAINTED WOOD '44" CAP PLATE
W1 2- 3/911W'17 us OL. hi's 0 2x6s 6 Beaman AeGoclate*, Inc.
ACCENT PC STONE TRIM Ix(o TRIM - 1 2X(O's 2x(o's 6 V-4" O.C.
RELOCATED WINDOW TRIM 4. STONE KEY LONG LAG ArchTtects EruafnsW6
81 OL. (01, O.C.
SCREWS (TYP.)- H55 5x5xl/,
STONE SILL TRUSS BEARING 4
FLAGPOLE LINTEL (TYP.) <33> 2- 2x6 TOP PLATE 5105* 9 Macitson Avenue
----- -- - ----- -- -- Indfanapoil, IN 4ro221
STANDING SEAM
COPPER ROOF (311)183-2343
5 COURSE
ACCENT BRICK BAND f II
LA. I I
--i - ® Ile
BOT. OF ACCENT 450T. OF SOLDIER COURSE
t I I M65 5x5xl,,: 5 T
BRICK BAND,
4WINDOW SILL
N
0958.52 4L
BOT. OF ENTRY 112\ 317 COND F JA OLSE CLG. FRAMING LOOR LINE E 66 5x3x3/1(0' B 00.
(TyP.)
f . R5
6856-52 2- 2x6�
10854to5 2x'NAILE WSS 5X5X'/41
FAINTED WOOD
TRIM HEADER
-j
93 3
RED BRICK
VENEER-
BEAM REACTIONS FOR CONNECTION DESIGN
CONNECTION
VERTICAL LOAD
HORIZONTAL LOAD
O
4fo4k DEAD 10.14k LIVE
022k WIND
O
0.26k DEAD
022k WIND
40
0.11k DEAD
No
O
ONO
022k WIND
O
moll
029k WIND
H
A
PAINTED WOOD
SIDING
I I I
j- - - - - - - - - - - - - - 1 -
---------- - --- - - -1--
\-ACCET BRICK
BAND
DORMER
12
(0
RIDGE VENT
A-1 2'-01x2'-01
,
BLACK ASPHALT A2 ROOF VENT 01
-8
SHINGLE ROOF
12 12-
12 (0.. (0
6F-
'---PAINTED WOOD '44" CAP PLATE
W1 2- 3/911W'17 us OL. hi's 0 2x6s 6 Beaman AeGoclate*, Inc.
ACCENT PC STONE TRIM Ix(o TRIM - 1 2X(O's 2x(o's 6 V-4" O.C.
RELOCATED WINDOW TRIM 4. STONE KEY LONG LAG ArchTtects EruafnsW6
81 OL. (01, O.C.
SCREWS (TYP.)- H55 5x5xl/,
STONE SILL TRUSS BEARING 4
FLAGPOLE LINTEL (TYP.) <33> 2- 2x6 TOP PLATE 5105* 9 Macitson Avenue
----- -- - ----- -- -- Indfanapoil, IN 4ro221
STANDING SEAM
COPPER ROOF (311)183-2343
5 COURSE
ACCENT BRICK BAND f II
LA. I I
--i - ® Ile
BOT. OF ACCENT 450T. OF SOLDIER COURSE
t I I M65 5x5xl,,: 5 T
BRICK BAND,
4WINDOW SILL
N
0958.52 4L
BOT. OF ENTRY 112\ 317 COND F JA OLSE CLG. FRAMING LOOR LINE E 66 5x3x3/1(0' B 00.
(TyP.)
f . R5
6856-52 2- 2x6�
10854to5 2x'NAILE WSS 5X5X'/41
FAINTED WOOD
TRIM HEADER
-j
93 3
RED BRICK
VENEER-
BEAM REACTIONS FOR CONNECTION DESIGN
CONNECTION
VERTICAL LOAD
HORIZONTAL LOAD
O
4fo4k DEAD 10.14k LIVE
022k WIND
O
0.26k DEAD
022k WIND
O
0.11k DEAD
No
O
ONO
022k WIND
O
moll
029k WIND
H
A
�
NNE
U
�
Ig
SUM=
DECORATIVE
MERMS
IN
0
m
son
ISO
HAND RAIL
ix
I
d
,
:
■
A UE
a FUNJ
Mpg
0 101
NI
STONE CAP
Ll
STONE SILL
URB \-ADDRESS STONE
TO MATCH
RED BRICK
SILL
VENEER_
f--PAVEMENT
PLANTER
r-'s i T/ r— ♦ A—t I '"
T- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J _. _ _._ �. �_._.. -I_ , _ ... _ .
- - - - - - - ----------------------------------- - - - - --
COLUMN REACTION DOOR. COLUMN REACTION is WINDOW.,
VERTICAL 2.8k LIVE, 4.13k DEAD
SHEAR 250 L55
X VERTICAL 16.6k LIVE, 6.2k DEAD
A1700rr UT LX TA -vlf%'T . (TYP.) SHEAR 400 LBS. (TYP.) PRaECT NO.: 01M
iti hi
BEAM REALMON -TABLE
BEAM REACTIONS FOR CONNECTION DESIGN
CONNECTION
VERTICAL LOAD
HORIZONTAL LOAD
O
4fo4k DEAD 10.14k LIVE
022k WIND
O
0.26k DEAD
022k WIND
O
0.11k DEAD
025k WIND
O
031k DEAD
022k WIND
O
332k DEAD / 225k LIVE
029k WIND
I' STRUCTURAL ELEVATION
SCALE 3116' r-(r
O INDICATES BEAM REACTION, SEE BEAM REACTION TABLE
OtTRUSS BEARING
. 8861.52
GUTTER (TYP.)
FLOOR LINE
T
T
-- --------- OL144SEHENT FLOOR LINE
------- - - - - -- - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - -
----- ------ ------- --
- ------------------------------------------------------------------------- -----------------------------
SCALE: 3/W* -a. r-(r
R
0
o
H
A
�
U
�
R