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FOUNDATION NOTES
!. EXI51TNGx 12"X12" CONC. FTN'G
Z. CONCRETE FOOTING:. (12" W X 12° D W/
(1) °4 TOP d BOTTOM MIN.C4
�f:3,.
24" L. 04 REBAR DOWELL 6" INTO EXISTING
FOOT'G TOP 8 BOT W/ 5(MP. 'EPDXY"
co
4. EX15T'G CONCRETE LANDING
NOTES -
a. -VERIFY HRDWR. LOCATION W/ FLR, PLAN
OWNER:
b.-HOLDOWN ANCHORS MUST BE TIED IN PLACE
PRIOR TO FOUNDATION INSPECTION.
MR
�(��RDa �i����
c. -SURFACE WATER WILL DRAIN AWAY FROM BUILD'G. � "
PH# (714)/ 287-T247
"`M1
d. HOLD-DOWN CONNECTOR BOLTS INTO WOOD
FRAMING REQUIRE APPROVED PLATE WASHERS, AND!
HOLD DOWNS SMALL BE TIGHTENED JUST PRIOR TO
COVERING THE WALL FRAMING.
Z. 5/a ' DIA A. B. MAY BE REPLACED BY 5/S " DIA
THREADED RODS W/ 5 3/4 " EMBED. WITH
CIA -GEL 1000 EPDXY SYSTEM
I. C. B. O. ER. 4846. (OR EQUIVALENT), AT THE
SAME SPACING. PER 2320.11.4 ,cBC
DESCRIPT10to1 OF .9S8E
480 8Q FT (N) ADD°N
BDRM #4, BATHRM #2&3
(N)LAUND RM AND (N) EXT.
_ .
FOR (E) BDRM 03
136 80 FT (14) PORCH
�s
ROOF SHEATING
CDX, 24/o INDEX PLYWOOD W/ 8d COMMON NAIL
i
RADIANT BARRIER
PER T-24 AT PLYWOOD UNDERSID
ROOFING MATERIAL
ASPHALT SHINGLE CLASS'B'OR BETTER TO MATCH
EXISTING i + 16 FELT i ,
YMENT
m
P,,REPARED B
JUN
0
2 X CONT.
W/ld e 16- D.C. to -to
2X SHAPED,
RF. SHTG 2
CALIF7 F-RAMfr- BLK'G — lot
2 X R/R
I, USE SIMPSON SET EPDXY OR TRUSS
TBO* ER5279 OR R-R, 25279, E',N. 2 X '5
T/C 2 X R/R RF% SHT'Ch V1111101
IT,
xl_
it/v-149A 4 1, SIMPSON HD HOLDOWN
2 :e 0':
PER PLAN TO 4X PST W/ E.N.
3 z 2. EXISTING CONC. FOOTING E.N.
3. DRLL-HOLE f/j€�" LARGER
U.N.O.
Nit
0 EXTEND RF,
4. THREADED ROD W�� EPDXY ET 4Z
SHTG, TO WALL DBL. TOP
ICBO *4945
r
THAN BOLT DIA. PLATE I-2 X STUDS
2
3,/4" MIN_
-B L K'G. — WALL SHT'.G z
L EDGE DIST. 2 X .*T_4 77
NOTES; r7ti,
A. SPECIAL INSPECTION REOUIRED
B. DRILL HOLES PER MANUF.SPECS,
C. A307 THREATED RODS W/ SIMPSON
SET EPDXY ICBO -5279 a.
INDICATED EMBEDMENT INTO 0
CONCRETE TO BE MAINTAINED
AT RA!SED FLOOR FOUNDATIONS
X
HOLDIA&I EDO STI N G f=`TN_.'G T1 3
-- - -------
7 7
0
4'-0" MIN. LAP
(2) 16d r STUD EXISTING SLAB NEW SLAB
16d _@MIN. &
qk - 16d 16" O.C. . ..... LAP TOP PLT.
CO o/ BLDG.
a, wit
Ynp
STUCCO
PAPER o/ GJ.SREED 4" 12*
MAX
P STUD
_a
�,R
"'41
w/ WEEP HOLES
z
4X4 1-x4 'F�Al' L-WK00T �f
0
A
g,; 2 SLAB WHERE OCCURS
son
, , �'z' - .
HDRI N,eT,
3 P.T. DY. SILL MIN, PROVIDE IX6 LET -IN
BRAC'G (IF NO SHEAR
"o l1
4 CONC. SLAB
ot
WALLS OCCUR) 060
K, W
z
MAX. 45' MIN. 16d 0 24''
#4 REBAR
DRILL:9/1 6'MIN 0
5 GRADE (3) 8d EA. END & EA.
0. Cc HOLE FILL W/EPDXY
FACE GROUT & INSERT DOWEL NO SPECIAL INSPECTION DOWELS 0
arm 34 x NAIL
(3) 16 d E A. STUD BRACE EA.
w
TYP,4oO.C.
25'O.C, MAXMAX, CORNER C
2
ALTERNAM USE IS REQ'D. FOR EPDXY IN
T 0
H 1/2'
REDHEADS & RD'D ROD THIS APPLICATION.
. . . . . . 2X TRIM'R & NINE,
PROVIDE 2
5 111-
6 X FIRE
(2) 16d E.N.-
KING STUDS
TO 2XSLL AT SL-ABS
BLOCK WHERE WALLS
1 0 JAMB
TYk
EXCEED 10* H, & AT ALL 0
5 0 M,g
4
g_
DRILL SLANT HOLES
CL'G & SOFFIT LINES REBAR DOWELS
_T
g, n
EXIST-C NEW SAME SIZE &
7V5
2X STUDS 1/0' OVER tlA OF
SPACING AS
R V
"? 1 i . v /,/ er
c CD, ( 1 rs
�11 BAR FILL W/EPDXY r
MIN
16" O�C�
24 FOOTINGS
GROUT z
ma
0
0 2X P.T.D.F. SILL PLT.
(2) 10d TA. 9
EA. SIDE STUD
7 -17 75--
Ir
_P PER FOUNDATION PLAN,
P J W/58" DIA. ANCHOR
TO PLT.
0< , , N 0
BOLTS W/ 7" EMBED'T
0 A.
aA T PROVIDE /v B.
> >
6-0- OL, &
z
<
2iA *TvV':a7 010
MIN. 12" MAX, FIRM,
LL 7,
SILL END A -
0 "KO
TZ
'A
AT, FOOTINGS
,mg'yg,
?V
lAl
ONE
7--EDOWELS
g-g
2,p"
W
M, 0,0 1.1 W
EXTERIOR BEARING WALL T
Q�11
L18 lQ 6. �2
FORAMING 0
X,
OUTER 1/3 MIDDLE 1/3 UT E R 1 /3 z
4X4 HDR. OF SPAN 0
OF SPAN OF �i;�N ONLY
AT TOP OR BOT NO NOTCHES AT TOP OR BOT
MIN, <
ALLOWED U.N.O.
c) c* c, u -r r-- ,W�PA A
HOLD-
OWN
ANCHOR
DIA.
EMBED
DEPTH
EDGE
DIST,
LOAD
CAP
HD2A
12"
4
2275
HD5A
12"
1-YA"
MAY-
D6A,
QaA
15"
1 1 - Y4" 1
5100'
7460 1
wDw.
OPENING
4X4 WDW.
SILL
—\I
wDw.
OPENING
4X4 WDW.
SILL
—\I
C Z Am
. 14
>
H
PROVIDE B.N. FULL HG I.
D q
AT KING STUD AT EACH PER PLAN STRAP
SIDE OF OPENNING B.N. 2 48' Q-C, 2X STUD
'd' HNGR,
POSf PER FIN11
MIN)
SIMP ST6236 U,N.O. T MR PER SCHED
AT HDR AND SILL TO 4X 1>< HOLDOWN (HDA) SB
*BLK'G. OVER SHEATHING PER PLM'
-TYP. 4 PLACES- NAIL OUTER 1/3 MIDDLE 1r3 OUTER 1/3 NOTCHING
STRAP W/ 16d SINKER OF SPAN OF SPAN OF SPAN ONIT
OR 10d COMMON NAILS
AT TOP OR BOT NO NOTCHES AT TOP OR BOT SO
ALLOWED U.N.O.
4X4 BLOCKING W/ RIDGE BD,,
PER EDGE NAILING PLAN -2X
MPSON AIRM
SHEAR MATERIAL. 0 0 DOWD 90HIEDUALE
SE PLAN CAPPLAY WIN. ca
LL
0
z
z
w
rr
w
w
/-
�ABOVEMINBELOW w
UWE Sol ON YIN 0 Fas S& OR
OPENNING) a, NMI: 0INCREIF Wsi 0LULS SITCL BE AMX AN001 141%,
2X LARGEST nq= RN 4M ANCHORS '0
BORING B`UIN IMEN FOR 7/8*0 MMM 0
BORE DIA. r MN RA 03111 mmb
MIN.
SCHEME
,TYPE
HD2A
IH05A
HOM
HD8A
HDIOA
7
we—
_T1JOM
2-5/8
2-3/4
4-3/4
3-7/0
40-07/8
HO
4 1/,`5
1/,!B_2t
1/9_6
_1/80
SB
2 1/f
3"3
1/2r3
1/23
Ile
CL
1 1/',2
1/42
1/1J2
1/li-2
1/16
SO
1/4'
1/2'
3/4'
3/4*
-3/e
1%
16
20
28
128
28
p
WN Lwo
le
16'
24'
24'
24'
M
20
24-
34
34
34
Le
16'
20"
28'
28'
287
w
InS
4010
5100
7460
05NQ
LM"
2775
700
95SO
2xco c".4.c,
141V• k,4U_tTp
FRACTION
OF STUD 2X4 2X6 2X8
it, -
P/
NOTE: NOTCH & BORE
NOT TO OCCUR ON SAME
JIBL. ILIF' PLATE
BOARD
40X D 1%" 2/8 "
60Z D 2" 35 4 " 41/
STUD WITHIN 36" OF
EACH OTHER.
a I Aw
• 2 X STUDS 2 16' O�C,—
WALL FINISH
PER PLAN
r 0'"', C, e ULUM of r, L
714t 285 1121
2017 W. ALco AVE.
SANTA ANA
CALIFORNIA 92703
MACIELALOMSN-COM
REVISIONS
SHE:
DESCRIPTION OF JOB
480 SO FT (N) ADD-N
BDRM *4, BATHRM #2&3
(N)LAUND RM AND (N) EXT.
FOR (E) BDRM #3
136 SO FT (N) PORCH
DRAWN: ARA
CHECKED:
DATE:
JOB NO:
SHEET NUMBER:
SDolm