HomeMy WebLinkAbout0264.97.6REDUCED HEIGHT WALL T")F- OF FDA7f', Al (-- 1 1 %B±
ABOVE MAIN FLIC�OF TOP _DF
ARACE CEILING DRIWALL 4,TTCff_1_ UNDERSIDE
OF P,,-)CF RAFTERS IN Tlli AREA
-,i T JI �: 16, DEE
BEAM-4 PCS,-1 314' 2.OE ES
MIGROLLAM LVIL (-TRUSS JOIST BEAM -3 PCS.-1 3/4' 2.OE ES
MACMILLAN'-) OR EQUAL. TMRU- MICROLLAM LVIL (TRUSS JOIST
BOLT Wit ROWS 112' BOLTS MACMILLAN) OF EQUAL. NAIL
AT 24" C C BOTH SIDES MIN. 3 ROWS lGd
CONCEAL BEAM IN CEILING. NAILS AT 12* O.C. SEE DETAIL
-i
/DOUBLE JOI -
Ll
cn
U-)
O
STRUCTURAL BEAM
�9
INSTALLED ABOVE
G
EILINC -ATTACH
JOISTS WITH
ro z
0
JOIST HANGERS
-'
0
TO TJI WITH
JOIST HANGERS
0 cc
JOIST HANGEF
F17
<
J L
r
;.
1 1 1 1 1 1
�
2xlO STAIR
CARRAiGf
STRUCTURAL
V
REQUIRED
OVER DOOR
OPENINC.
-,i T JI �: 16, DEE
BEAM-4 PCS,-1 314' 2.OE ES
MIGROLLAM LVIL (-TRUSS JOIST BEAM -3 PCS.-1 3/4' 2.OE ES
MACMILLAN'-) OR EQUAL. TMRU- MICROLLAM LVIL (TRUSS JOIST
BOLT Wit ROWS 112' BOLTS MACMILLAN) OF EQUAL. NAIL
AT 24" C C BOTH SIDES MIN. 3 ROWS lGd
CONCEAL BEAM IN CEILING. NAILS AT 12* O.C. SEE DETAIL
-i
JOIST�: W133 OR TJII/I5SP
12 -C' LONG
PC'!-, AT IG' 0).0
i -
c-)TRUCTURAL
HEADER
REQUIRED
OVER DOOR
STRUCTURAL BEAM _ JOISTS
INSTALLED ABOVE W133 OR TJI/15SP
CEILING - ATTACH JOIST-_ W133 OR Til, 8 -0' LONG
JOISTS WITH 1G LONG /15SP
q PGS. AT 1G* O.0
JOIST HANGERS q PCS AT IG' O.0
U)
STRUCTURAL
HEADER
REQUIRED
OPENING
< T
Jll
JOISTS: W133 OR TJ I// I 5SP_
12 -0' LONG
STRLV-TURAL 8 PCS. AT 1G O.C.
HEADER
REQUIRED
OVER DOOR
�5TRUCTURAL BETM-C
INSTALLED ABOVE
CEILING—ATTACH
JOISTS WITH i Ai
JOIST HANGERS
DOUBLE JOIST
&
U-)
REQUIRE[) �7-
—2x10 STAIR STRINGER -- 5
OVER DOOR
OPENING
C 2 2x10 10
-7 DOUBLE 1015T_,") CANTILEVER z <
NOTE; FOR ENLARGED JOISTS: W133 OR TJI/25SP 3: 0
PLAN OF STAIRCASE 18 -0' LONG J,
SEE DETAILS A. B. AND 5 PCS. AT 1G* O.C.
?xr- JOISTS AND C ON THIS SHEET
AT 1G' O.C.
A4
-q I / 1- D E E F
OPEN TO
DINING ROOM
BELOW
2ND FLOOR FRAMING PLAN
1/4' = I — *
2ND FLOOR
TOTAL ROUGH TREAD WIDTH= 1 112' + 12-RUN = 13 112'
O
O
O
15T FLOOR
Co 1 /4 * 1 12* 27A 0
G 1/4' TOTAL RISE
(2xG W � 3/4' PLY
TREADD
13 112*
INVERTED
JOIST MANGER
STRINGERS STRINGERS
CANTILEVER 'UN 0 v (2) 2xlO
TO MEET \,515TER* 2x4
JOISTS AT TO INSIDE OF
DBL. 2xlO STAIR STRINGERS.
(BOTH SIDES
C2)-2X4 W1112' OF CENTER
PLY. HEADER STRINGER)
R II
STUDS SUPPORT
XG AT 1G 'O .G- STRINGERS I
NOTE: TURN ALL STUDS OF
STAIRWELL FLAT -WAY TO
MAINTAIN MAXIMUN WIDTH OF
STAIRS DOWN TO BASEMENT.
3 -4 1 2' G -3 5!8'
OVER BASEMENT
STAIR DOOR
3 -4 7/6'±
(l
NOTE: STAIRS DOWN TO BASEMENT SHALL BE FRAMED WITH
SAME RISE -RUN -TREAD AND L4NDINC, ALIGNMENT.
LOWER FLIGHT OF STEPS TO EXTEND AS REQUIRED
BY BASEMENT FLOOR ELEVATION.
-4 1/ 2'
OPEN TO
LIVING ROOM
BELOW
2xG JOISTS
AT 1777C
-40
16-1 Ul - 0 A 0 ivIrl'i I roll Z
VAN
Him I
-3 5/8'
2x *5QUA51-l' BLOCK
BETWEEN DOUBLE[)
(INSTALL SOLID
BLOCKING BETWEEN
GANTILEVERED JOIST
AT TOP OF WALL
/DOUBLE JOI -
Ll
cn
U-)
O
STRUCTURAL BEAM
�9
INSTALLED ABOVE
G
EILINC -ATTACH
JOISTS WITH
ro z
0
JOIST HANGERS
-'
0
TO TJI WITH
JOIST HANGERS
0 cc
JOIST�: W133 OR TJII/I5SP
12 -C' LONG
PC'!-, AT IG' 0).0
i -
c-)TRUCTURAL
HEADER
REQUIRED
OVER DOOR
STRUCTURAL BEAM _ JOISTS
INSTALLED ABOVE W133 OR TJI/15SP
CEILING - ATTACH JOIST-_ W133 OR Til, 8 -0' LONG
JOISTS WITH 1G LONG /15SP
q PGS. AT 1G* O.0
JOIST HANGERS q PCS AT IG' O.0
U)
STRUCTURAL
HEADER
REQUIRED
OPENING
< T
Jll
JOISTS: W133 OR TJ I// I 5SP_
12 -0' LONG
STRLV-TURAL 8 PCS. AT 1G O.C.
HEADER
REQUIRED
OVER DOOR
�5TRUCTURAL BETM-C
INSTALLED ABOVE
CEILING—ATTACH
JOISTS WITH i Ai
JOIST HANGERS
DOUBLE JOIST
&
U-)
REQUIRE[) �7-
—2x10 STAIR STRINGER -- 5
OVER DOOR
OPENING
C 2 2x10 10
-7 DOUBLE 1015T_,") CANTILEVER z <
NOTE; FOR ENLARGED JOISTS: W133 OR TJI/25SP 3: 0
PLAN OF STAIRCASE 18 -0' LONG J,
SEE DETAILS A. B. AND 5 PCS. AT 1G* O.C.
?xr- JOISTS AND C ON THIS SHEET
AT 1G' O.C.
A4
-q I / 1- D E E F
OPEN TO
DINING ROOM
BELOW
2ND FLOOR FRAMING PLAN
1/4' = I — *
2ND FLOOR
TOTAL ROUGH TREAD WIDTH= 1 112' + 12-RUN = 13 112'
O
O
O
15T FLOOR
Co 1 /4 * 1 12* 27A 0
G 1/4' TOTAL RISE
(2xG W � 3/4' PLY
TREADD
13 112*
INVERTED
JOIST MANGER
STRINGERS STRINGERS
CANTILEVER 'UN 0 v (2) 2xlO
TO MEET \,515TER* 2x4
JOISTS AT TO INSIDE OF
DBL. 2xlO STAIR STRINGERS.
(BOTH SIDES
C2)-2X4 W1112' OF CENTER
PLY. HEADER STRINGER)
R II
STUDS SUPPORT
XG AT 1G 'O .G- STRINGERS I
NOTE: TURN ALL STUDS OF
STAIRWELL FLAT -WAY TO
MAINTAIN MAXIMUN WIDTH OF
STAIRS DOWN TO BASEMENT.
3 -4 1 2' G -3 5!8'
OVER BASEMENT
STAIR DOOR
3 -4 7/6'±
(l
NOTE: STAIRS DOWN TO BASEMENT SHALL BE FRAMED WITH
SAME RISE -RUN -TREAD AND L4NDINC, ALIGNMENT.
LOWER FLIGHT OF STEPS TO EXTEND AS REQUIRED
BY BASEMENT FLOOR ELEVATION.
-4 1/ 2'
OPEN TO
LIVING ROOM
BELOW
2xG JOISTS
AT 1777C
-40
16-1 Ul - 0 A 0 ivIrl'i I roll Z
VAN
Him I
-3 5/8'
2x *5QUA51-l' BLOCK
BETWEEN DOUBLE[)
(INSTALL SOLID
BLOCKING BETWEEN
GANTILEVERED JOIST
AT TOP OF WALL
4I! K. I Ael 4 01
LC2) -2x1C
INSTALL
SOLID
5L OCeKING
BETWEEN
JOISTS
DOUBLE JOIST
DETAIL c - �
3' = 1 0, Q.
A\ 12-lG-96 REVISION: ADD BEAr,", TO SUPPORT ROOF LOAD
THE DUBBIN RESIDENCE
3178 HAZEL FO�,TER COURT CARMEL 11
2ND FLOOR 12-1
FRAMING PLAN 5HEE7
STAIR FRAMING PLAN A
/DOUBLE JOI -
USE FULL— HEIGHT
JOIST IlAN6EPc,
ATTACH (2)-2x1,.)5
INVERT
TO TJI WITH
JOIST HANGERS
JOIST HANGEF
r
;.
1 1 1 1 1 1
�
2xlO STAIR
CARRAiGf
V
4I! K. I Ael 4 01
LC2) -2x1C
INSTALL
SOLID
5L OCeKING
BETWEEN
JOISTS
DOUBLE JOIST
DETAIL c - �
3' = 1 0, Q.
A\ 12-lG-96 REVISION: ADD BEAr,", TO SUPPORT ROOF LOAD
THE DUBBIN RESIDENCE
3178 HAZEL FO�,TER COURT CARMEL 11
2ND FLOOR 12-1
FRAMING PLAN 5HEE7
STAIR FRAMING PLAN A