HomeMy WebLinkAboutFloor Plan25'
ON
I \ 2660Fx
TRU55 MANUFACTURER
/
r+
1WTfrD1�166@
SHALL DESIGN TRUSSES
STEPS AS REO'D
10" MIN TREADS
T 3/4' MAX R15ERS
YEPIFYLOCATION
ON SITE
BASED UPON LAYOUT IN
STAIRS:
1O11r TREADS(10-Wr MIN) Y -T"
16 RISERS ®T-112' H-(1-314' MAX)
RAILING PER CODE
1-1 0. SITE
3'•9'
T314"MAX RISERS
�XyX
I 6
�1
^SEE NOTE —SEE NOTE '••SEE NOTE
ATTACHED ENGINEERING,
6/12 NAILING SCHEDULE PER CODE FOR FLOOR AND
DN
VERIFY LOCATION
B'-51/2"
32'
4'
GROUND FLOOR PLAN
ONSITE
BEDROOM
OR NOTIFY ENGINEERIARCHITEGT
— — — — — — — — — — — — `-
m
'� $ 50
�j
OF CHAN6E5 TO LAYOUT
PRIOR TO FABRICATION.
DECK
"SPECIAL ANCHORAGE REQUIRED
1 '•b" a•�i• 2-6' 3SIMPSONOMFSMF
91216X10o
f VERIFY Y41TH
J MANUFACTURER
4adaPx 4oeoFx
STEP5 AS REO'D
ON
I \ 2660Fx
26wPx
/
r+
1WTfrD1�166@
STICK FRAME GABLE YNALL 1 STtGK FRAME GABLE WALL
MASTER BORM
I
15/32" C-C;C-D SHEATHING w/ 8d's @ 2"
T 3/4' MAX R15ERS
YEPIFYLOCATION
ON SITE
gyp(
STAIRS:
1O11r TREADS(10-Wr MIN) Y -T"
16 RISERS ®T-112' H-(1-314' MAX)
RAILING PER CODE
1-1 0. SITE
3'•9'
2-5" O.C. EDGES; 3' IN FIELD (1280)
�XyX
I 6
�1
^SEE NOTE —SEE NOTE '••SEE NOTE
In
T 1I2' HPLF VVALL VE lHNGHF ON SITE
6/12 NAILING SCHEDULE PER CODE FOR FLOOR AND
�1 I
WIN so
M
10'-2" 31•19`
B'-51/2"
32'
4'
GROUND FLOOR PLAN
1206 SQ FT
BEDROOM
DEN
sD —•
m
'� $ 50
�j
ATH
�X
B3 -HEADER
I "P
111 4zd DF p2 �
LIVING
T4'
S-6" F -b"
20'
12'
32
u
�6 In
ooU
I
rc�o
I
' omm
it
S
"rorbreeAp4ATwoo
I
U'
IIIDrLwq JOMT3
P
(
(V
101 TS ON HANGERS
QBB
-FLOOR DEAN I-TH TRUSS LOAD)
N
U
-21Y-
21YV21
=
21 X51
BB - NO TRU55 LOAD; M TRUSSES PARALLEL TO BEAM
U
TX 24•VL O
W
615-X 24'GLB ---
rc
I
N�
DINING
O o 13
-+1-ON
/ oma
STEPSAS REQ'D I
-ADS
r
I-
10 TREADS
T 3Iq' MAX RISERS
•�
om w
v
1�
"
VERIFY ON SITE
FRY P
f4 X 'r.
yl
m $
rnrM"ELr.ct � KITCHEN
VERIFY DIMENSIONS
O SITE
COVERED
11g,'I 2'-1 3/4"
PORCH
x
2'-1314"
r7�
b6P
1111,2'" REF
55-ROORBEAM
>
3125'% 12•GLB � ®
f``4
UP $
4'
6'•5 f!2" 3'-6 117' A"-10' 7 " 11'-3"
x 111
(y
q5
PANTRY
b"b Post }
PWDR
STEP5 AS REO'D
ON
I \ 2660Fx
26wPx
/
r+
10" MIN TREAD5
STICK FRAME GABLE YNALL 1 STtGK FRAME GABLE WALL
MASTER BORM
I
15/32" C-C;C-D SHEATHING w/ 8d's @ 2"
T 3/4' MAX R15ERS
YEPIFYLOCATION
ON SITE
gyp(
STAIRS:
1O11r TREADS(10-Wr MIN) Y -T"
16 RISERS ®T-112' H-(1-314' MAX)
RAILING PER CODE
1-1 0. SITE
3'•9'
2-5" O.C. EDGES; 3' IN FIELD (1280)
�XyX
I 6
�1
1/2" OR 5/8" GLIN-B. w/ Ed's @ 6' O.G.
In
T 1I2' HPLF VVALL VE lHNGHF ON SITE
6/12 NAILING SCHEDULE PER CODE FOR FLOOR AND
�1 I
WIN so
M
10'-2" 31•19`
B'-51/2"
32'
4'
GROUND FLOOR PLAN
1206 SQ FT
FLOOR PLAN 114"=1'
1208 50 FT OR055 HEATED GROUND FLOOR AREA
1233 50 FT 6R055 HEATED SECOND FLOOR AREA
37 50 FT UNHEATED MECHANICAL
504 50 FT UNHEATED BA5EMENT
256 50 FT COVERED PORCH
336 50 FT UNCOVERED DECK
l
9' 1-1/8" WALL HEIGHT
STAIRS:
10-11Y TREADS (10-5'4' MIN)
16 RISERS ®T-1IY I- (1-3/4' MAX)
RAILING PER CODE
VERIFY ON SITE
SHEAR -WALL SCHEDULE
15/32" C -QC -D SHEATHING wt 8d's @ W O,C. (260)
15/32" C-C;C-D SHEATHING w/ 8d's @ 4" O.C, (380)
r+
15132' CL;C-D SHEATHING wl 8d's @ 3" O.C. (490)
STICK FRAME GABLE YNALL 1 STtGK FRAME GABLE WALL
MASTER BORM
I
15/32" C-C;C-D SHEATHING w/ 8d's @ 2"
(Dwhle plates @ panel edges.)
gyp(
15132" STRUCTURAL #1 SHEATHING M 10d's @ 2.5'
2-5" O.C. EDGES; 3' IN FIELD (1280)
�XyX
I 6
�1
1/2" OR 5/8" GLIN-B. w/ Ed's @ 6' O.G.
In
T 1I2' HPLF VVALL VE lHNGHF ON SITE
6/12 NAILING SCHEDULE PER CODE FOR FLOOR AND
�1 I
WIN so
M
ROOF DIAPHRAGMS
4' 2B'
WeOFX ww5
AA e AA
STICK FRAME GABLE YNALL 1 STtGK FRAME GABLE WALL
MASTER BORM
I
SLOPED CEILING
10/12 OVER 5/12
SC155OR TRUSSES 24"0 G
2'•L" 5'-0" 12' B'
In
T 1I2' HPLF VVALL VE lHNGHF ON SITE
r-9 ar,•
�1 I
WIN so
M
I
2090FX 1 ;# 4X4 DF p2
XI OF
111
MASTER 1I
BATH
1r1
1D661
4.3. T 7
Is Y N -1
BEDROOM
DEN
sD —•
m
'� $ 50
�j
ATH
�X
B3 -HEADER
111 4zd DF p2 �
F
T4'
S-6" F -b"
20'
12'
32
SECOND FLOOR AREA 8' 1-1/8" WALL HEIGHT
1203 5Q FT
HOLD-DOWN SCHEDULE
SIMPSON CMST 14/16 (6490/4585)
SIMPSON HD513, HTT5, HDU5; (4505, 4670, 5645)
A.B.: PABS-24
SIMPSON HDQ8-SDS2,5, HDU8-SD2,.5; (5715, 6970) w/4x4
A.B.: PABT-24
SIMPSON HDU11-SDS2"5, HDQ14-SOS2.5, HDU14-SDS2.5 (9539, 13710, 14445)
0>40 A.B.: PABB-24
ALL HARDWARE SHALL BE INSTALLED PER MANUFACTURERS SPECS.
TO ACHIEVE MAXIMUM DESIGNATED STRENGTHS.
APPROVED
PLANS TO BE
AVAILABLE ON
SITE
ADDRESS I. D. TO
BE V151BLE
FROM STREET
U!
v
Z }
W
Q o iz-
In ED
LU
2 0�
Q
� vm
ry to
DATE:
5/11/2018
n=1
SHEET:
1 OF 4
0
g
c"