70 Ocean Breeze Dr 2013 revision J
NOTES:
I of
6"MAXIMUM M
1) ALL NEW EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 2X6 SPF No.2 U
—TREATED PLATE
DOUBLE PLATE STUDS @ 16"O.C.FOR PLATE HEIGHT UP TO 10'-1 Y8'-U.O.N. m
o
2) ALL NEW INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH 2X4 . c
IS LJ i� SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1 Y8"-U.O.N. EU)
FASTEN STUD TO CMU WALL WITH
Y4*x 3Y<<'TAPCON SCREWS(a�24"O.C. OCT 1 203 3) THE EXTERIOR WALL FINISH IS"BRITTLE"(STUCCO)-U.O.N. t d
ALTERNArEs:EIrHERyz"x s"ANcrIOR NOTIFY ENGINEER OF ANY VARIATIONS. .E 4 N
BOLT OR z)� y
k 6"WEDGE ANCHORS @ 32"O.C.
0 m
By
0
TYPICAL STUD(SEE WALL SECTION) ® 2 to
TREATED 2x_STUD �`J Q C
THREADED ROD ASSEMBLY � A 1 V __ ..extras,.,
s Q O
(AS NOTED) _
J x+ L.uF,sar� # s J :+
S-4 I �. R .
SILL PLATE
FILE Copyl FULL HEIGHT WALL SHEATHING R
� .., I A � Q R i k
=J2
` I w Z a w LL
DETAIL-TYPICAL ATTACHMENT OF BEARING FRAMED WALL TO CMU WALL ( T r
W
MSTA24 AT BEAM� ""ar'�;mubF ¢+w�arw^,a�tea"-+ae�txa�a•-=` � �T � " a
l z zo
a
T BEAM TO WALL
HTS24 A z
II SHEARWALL LEGEND: 6 J
OLL
x III N ...........
x NON-BEARING WALL '�m
N z ' H
Lu a� r
xM < III ` _
U p �l
Z � \ O = BEARING WALL
( (4)2x6 BUILT-UP OST(MIN.) A III N v 0 O Gij — — w _w
l 0 m ��' EFQ++ SW-6 z c�
m U U A OO A �� = SHEARWALLS FASTENED WITH Z
MSTA24 AT BEAM TO WALL x v z III W "'
Fol G ~ < w A 8d COM(0.131"x 2 Y')NAILS p����aanu� ~,'- 0
( N N o x ) D III A Q4 6"O.C.ON EDGES AND 12'W. IB
\ (3)2x6 BUILT-UP POST(MIN.) z Ow ON INTERMEDIATE SUP I�S.
tn
WITH DTT2-Z HOLDOWN w Y v U
'-6-�j- I MSTA24 AT BEAM TO WALL O z U U( LL
-MSTA24 AT:BEAM TO WALL
- -HTT5 AT SILL 0 W _SW-3_ _ <Ail
(3)2x6 BUILT-UP POST(MIN.) I WITH SPH6 AT I N A w O = SHEARWALLS FAST 0 v(hTH�O 9
LS
MSTA24 AT:BEAM TO WALL / /r TOP PLATE I 1 O A 8d COM(0.131"x 2 ) I*C. Z
IF'�+ 3"O.C.ON EDGES A "t�C. �°°
: (3)2x6 BUILT-UP POST TYPICAL MI v V
OF(3)ON ABU66 POST BASE. I ON INTERMEDIATE S�PRiTS.," $ � . w
FASTEN EXISTING TRUSSES TO BEAM x YI X
WITH H2.5A CLIPS BEARING WALL N; SBS = SHEATH BOTH SIDES OF�V�PI4�,„
N I� pK R+ AT INDICATED SH ALL
NEW DROPPE7 r Imo, NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND d
THREADED ROD LEGEND:
............-. (2)2x8 MIN.HEADER I� <> <, SHALL BE NAILED @ 3"O.C.TOP AND BOTTOM PER r _
o < a _ %"THREADED ROD FROM DETAILS"A"&"B"ON SHEET SD-3-U.O.N. Z
STRAP BEAM TO POST7 �- j
W FOUNDATION TO DOUBLE PLATE. s g
WITH MSTA24(TYPICAL) m WOOD FRAMED HEADER LEGEND: o < o19
(4"MINIMUM EMBEDMENT REQUIRED) 1.
(3)2x4 BUILT-UP POST(MIN.) HTT5 AT SILL SIZE H
a n
MSTA24 A BEA TO WALL WITH SPH6 AT I' Oi = %"THREADED ROD FROM OF HEADER
TOP PLATE FOUNDATION TO UPPER
M FLOOR DOUBLE PLATE. 2 2x_HEADER l SCALE:
(4"MINIMUM EMBEDMENT REQUIRED) Y'=1'-0"(U.O.N.)
(2)2x8 HEADER I c0 _J _K DO NOT SCALE
THIS DRAWING
❑ = HOLDOWN(AS NOTED) QUANTITY UANTITY RELEASE DATE:
INSTALLED AT SILL PLATE OF JACKS OF KING STUDS 07-18-13
\ = REVISIONS:
08-21-13
p = HOEDOWN(AS NOTED)INSTALLED NOTE: 11 111
�\ A AT SILL PLATE.COUPLE MINIMUM Yz"0 ALL WOOD FRAMED LOAD BEARING HEADERS - 10-o"a•13
S� ROD TO HOEDOWN ANCHOR AND SHALL BE MINIMUM(2)2x6 No.2 OR BETTER
CONTINUE TO DOUBLE PLATE ABOVE. SYP.ALL EXTERIOR HEADERS SHALL BE
_REMOVE CMU FOR NEW
INSTALLED WITH MINIMUM(2)JACKS AND c DRAWN BY:
ENLARGED WINDOW OPENING
p = HOLDOWN(AS NOTED)INSTALLED DJM
(1)KING STUD AT EACH HEADER. ALL
NEW 8"x 8"PRE-CAST LINTEL AT SILL PLATE.COUPLE MINIMUM Y"0 INTERIOR LOAD BEARING HEADERS SHALL BE CHECKED BY:
GROUT WITH(1)#5 CONT. ROD TO HOEDOWN ANCHOR AND JKH
CONTINUE TO UPPER FLOOR INSTALLED WITH MINIMUM(1)JACK AND SHEET:
® CHANGED BEARING DOUBLE PLATE ABOVE.
WALL LAYOUT J
(1)KING STUD.(U.O.N.) N C��4
® NOTED REAR BEAM ®