HomeMy WebLinkAbout151.102.1.1 - Second Floor Plan3603:14.1.1 HANDRAILS: HANDRAILS HAVING A MINIMUM
AND MAXIMUM HEIGHTS OF 30 INCHES AND 38 INCHES
RESPECTIVELY, MEASURED VERTICALLY FROM THE
NOSING OF THE TREADS, SHALL BE PROVIDED ON AT
LEAST ONE SIDE OF STAIRWAYS OF THREE OR MORE
RISERS.
3603.14.1.2. HANDRAIL GRIP SIZE: HANDRAILS SHALL
HAVE EITHER A CIRCULAR CROSS SECTION WITH A
DIAMETER OF 1 1/4 INCHES TO 2 INCHES, OR A NON
CIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION
OF AT LEAST 4 INCHES BUT NOT MORE THAN 6 1/4
INCHES, AND A LARGEST CROSS SECTION DIMENSION
NOT EXCEEDING 2 1/4 INCHES. EDGES SHALL HAVE A
MINIMUM RADIUS OF 1/8 INCH.
0
I
Ln
N
0
I
N
3603.14.2.1 GUARDRAIL DETAILS: PORCHES, BALCONIES,
DECKS OR RAISED FLOOR SURFACES LOCATED MORE
THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW
SHALL HAVE GUARDRAILS NOT LESS THAN 36 INCHES IN
HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF
MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE
BELOW SHALL HAVE GUARDRAILS WHICH SHALL ALSO
SERVE AS HANDRAILS, NOT LESS THAN 34 INCHES IN
HEIGHT MEASURED VERTICALLY FROM THE NOSING OF
THE TREADS.
3603.14.2.2 GUARDRAIL OPENING LIMITATIONS:
REQUIRED GUARDRAILS ON OPEN SIDES OF STAIRWAYS,
BALCONIES, PORCHES, DECKS AND RAISED FLOOR I
AREAS, SHALL HAVE INTERMEDIATE RAILS, BALUSTERS
OR ORNAMENTAL CLOSURES WHICH PREVENT THE
PASSAGE OF AND OBJECT 5 INCHES OR MORE IN
DIAMETER.
16'-0"
:. .
L----------
13,-0" --------
16'-0"
Second Floor Plan
SCALE : 1/4 ), = 1'0"
I
JAN 2 5 2006
TABLE 3606.2.6F ACTH DLP..
MINIMUM SPANS FOR HEADERS LOCATED VER OPENINGS IN WALL
SIZE OF HEADER 1,2
16'-0"
3'-0" 8'-8 °
HEADERS IN WALLS NOT
SUPPORTING FLOORS OR
9'_8 "
ONE STORY ABOVE
TWO STORIES ABOVE
SCALE:
0
ROOFS
II
II
II
PLAN #' 01.10.003
2"X 6"
6'
4'
II
II
II
2"X 8"
8'
6'
-'
10'
2"X 10"
1 D'
8'
6'
12'
I r --
12'
10'
8'
16'
II
II
. c
m 0
0-3 a;
14'-0"
'-4"
r O O U
II
II
"o o,p9 m
V n
28
Lin
qua moa,m�
II
L�
m p� 0 L
L)
CI
—
3 co
p
0
-
Bedroom#2
m
\._ N
r cc
p) Q
'5�
La
5 E—c V
E m
o
m O Q •-
O N—
�'
m C
o
a o o U o
II
II
o c N
C1
T
c
I
I"
cV
O C N O c� 3
o m
c
cI
�28
6 m n
I C— — —
II
— — — —
— —
i r.E
Uv � ;� 2w 0
2s
rD'
_
Bedroom*3
n0_ c C
II
II
L \ p 41
V p
•N
N p C
0 m N E 7 0
O p p
U.0 p c] V Q
O` C'V 0❑
II
II
O 0 0O
N
O'o00
_ __
F_ ATTIC -1
I PULLDOWN I
ps
O T
U F- Q C E 0 2 n
I I
II
Storage
L"5�`ATE Aa° J
-
II
II
�
„
26
MECH.VENT
TO EXTERIOR
it
I L-- —
— — — — —
— —
Balcon
at
II
P=
O
I
I
26
FIBERGLAS
� Tue/sr+wR.
CI
I I
II
II
II
0
m
—
�
II
II
II
Il
IL-----------------------
---------------------
-
0
Open
---------------------------------------
-
Unfinished
16'-0"
:. .
L----------
13,-0" --------
16'-0"
Second Floor Plan
SCALE : 1/4 ), = 1'0"
I
JAN 2 5 2006
TABLE 3606.2.6F ACTH DLP..
MINIMUM SPANS FOR HEADERS LOCATED VER OPENINGS IN WALL
SIZE OF HEADER 1,2
HEADERS IN BEARING W
LLS 2
HEADERS IN WALLS NOT
SUPPORTING FLOORS OR
SUPPORTING ROOF ONLY
ONE STORY ABOVE
TWO STORIES ABOVE
SCALE:
0
ROOFS
1/4"= V-0"
PLAN #' 01.10.003
2"X 6"
6'
4'
o
2"X 8"
8'
6'
-'
10'
2"X 10"
1 D'
8'
6'
12'
2"X 12"
12'
10'
8'
16'
1, NOMINAL FOUR -INCH THICK SIGLE HEADERS MAY BE SUBSTITUTED FOR DC
2, SPANS ARE BASED ON NO. 2 GRADE LUMBER WITH TEN -FOOT TRIBUTARY
13'-0"
0751 in
13'-0"
MEMBERS
R AND ROOF LOADS.
-
--------- ----
II
II
I'
II
II
II
II
I'
II
II
II
II
I'
I'
II
II
II
II
II
II
II
II
II
II
II
it
II
II
II
II
II
II
II
II
II
II
I
III
I
13'-0"
1. ALL DIMENSIONS AND
VEEIFIED BY BUILDER/C
2. ALL WORKING STANDARI
MASSACHUSETTS BUILDING
3. ALL UN -DIMENSIONED
OPENINGS SHALL BE CET
STUD/JACK CONFIGURATI
4. DRAWINGS ARE DIAGR2
INTENDED TO BE SCALED
NOTICE: CONTRACTOR SHAI
ANY INCONSISTENCIES, DIS
AMBIGUITIES TO MICHAEL
BEFORE PROCEEDING WITH
M SIZES SHALL BE
2 BEFORE CONSTRUCTION.
SHALL REFLECT
ODES.
ORS/WINDOWS/CASED
ZED OR HAVE A
TIC AND ARE NOT
MEASUREMENTS.
REVIEW PLAN AND REPORT
:EPANCIES, OR
ICONOSKY ASSOCIATES
1- (AL! (,@- !
.
ELEVATIONS
-
SCALE:
0
24' 6'
1/4"= V-0"
PLAN #' 01.10.003
a
o
m
p N O
L `
O� r
o E o
Y
y o �� o
\ v '
o p a
. c
m 0
0-3 a;
.L. O
r O O U
..a
"o o,p9 m
V n
m L o N p C rn
o p
E
qua moa,m�
L�
m p� 0 L
L)
y
m m - m
3 co
p
0
3•-
m
\._ N
r cc
p) Q
'5�
La
5 E—c V
E m
,-'-
m O Q •-
O N—
�'
m C
o
a o o U o
o c N
C1
T
p N 0
p
cV
O C N O c� 3
o m
c
o v o a o
U
6 m n
q V N.N 0"'w
O N O
0 c 3
i r.E
Uv � ;� 2w 0
rD'
m c
noCvi.sy0
N9
n0_ c C
L \ p 41
V p
•N
N p C
0 m N E 7 0
O p p
U.0 p c] V Q
O` C'V 0❑
L
n m V
O 0 0O
N
O'o00
— L Rio
Q 3 0�
O T
U F- Q C E 0 2 n
Q
�
Y
P=
�
Y)
0
m
�
m
=
O
Q
U
o
Q
a
Y
O
m
J
cd
J
W
od
OLu
J
m
�o
0
LLJ
(n
O<
Lu
v L
N
+j
m
O
Z N
>n
ix
cn
O
w
z
�—+
O
ct
�
U
a
Lo
cd
00
0c\1
1Lo
xn
�
` y
"�8 ,a �. ., t