eedd bbaa - mwa-truckee.com23'-6 1 2 " 16'-0" 10'-10 1 2 " 21'-6...
TRANSCRIPT
23
'-6
1
2
"1
6'-0
"1
0'-1
0
1
2
"2
1'-6
1
2
"
±28'-5
5
8
"
45'-0"
11'-0"
24'-0"10'-0"
6'-7
1
2
"
6
'
-
7
1
2
"
6'-3
3
4
"
6'-3
3
4
"
1'-6"
±
1
9
'
-
1
1
2
"
31
'-6
1
2
"
20
'-0
"3
'-2
"8
'-4
1
2
"
26'-0"
2'-6"
10
'-1
0"
28'-6"
5'-6"
2'-4"
18'-0"
5'-0"
71
'-1
1
1
2
"
19
'-1
1
1
2
"
7'-4
"
4'-6
1
2
"1
2'-0
"5
'-0
"
6'-2
1
4
"
10
'-6
1
4
"
5
3
4
"
℄
℄
℄
℄
2-6' T
ALL R
ET
AIN
IN
G W
ALL
±10'-2"
1
5
'-
1
0
"
1
4
'-
4
"
1
5
'-
1
0
"
2'-10
7
8
"
16'-0"
13
'-0
"
℄
℄
5
'-
9
1
8"
±11'-0
5
8
"
±10'-4
1
2
"
±39'-8
47.16°
6
0
°
R
8
'
-
0
"
R
1
6
'-
0
"
7'-9
1
2
"
3'-3
1
2
"
4'-0
"3
'-0
"2
'-6
"
2'-6"
1'-9
1
4
"
2'-1
1
2
"
R
3
'
-
83
4
"
3'-7
"2
'-0
"1
8'-8
1
2
"
1
9
'-
8
"
19'-7
3
4
"
1
2
'
-
4
1
4
"
2
9
'-0
3
4
"
12'-4
1
4"
℄
℄
℄
℄
℄
℄
℄
℄
℄
℄
10
'-7
1
4
"
℄
1
1
'-6
℄
54
7
'
-
2
3 4
"
7'-2
1
2
"
7
'
-
3
"℄
℄
℄ ℄
℄
℄
4'-9
1
4
"
7
'
-
2
3
4
"
7'-2
1
2
"
7
'
-
3
"
℄
℄℄ ℄
℄
10
'-2
"
7'-2
1
2
"
℄
℄
4
'
-
5
3
4
"
6'-6"
4
'
-
6
"
16
'-1
1
1
2
"
6'-0
3
4
"
9'-0" 9'-0"6'-0"
6'-1
1
4
"
1
'-
1
0
"
2
'-
2
"
2
'-
2
"
1
'-
1
0
"
4
'-
0
"
7
'-
1
1
1
4"
1'-0
1
2
"
9'-5
1
2
"
4'-0
1
4
"
4'-5
1
2
"4
'-2
1
2
"
R
9
'-
5
1
4
"
R
9
'-
5
2
5
1
2
8
"
2
'-
1
0
1
4
"
2
'-
1
0
"
6'-6" 5'-0" 6'-8"
8'-9
1
4
"
7'-11
1
2
"3'-0" 7'-7" 3'-0"
4'-5
1
2
"
1
0
'-
0
"
1
0
'-
0
"
℄
4'-8
1
4
"
8'-0"
3
0
°
10'-10"
±7
3
4
"
±9'-4
3
4
"
R
±
9
'
-
5
"
6x10 DF#1 w/ HUCQ610 HANGERS, U.N.O. (1FB-2)
4x10 DF#1 w/ HUCQ410 HANGERS, U.N.O. (1FB-1)
1
4
" T
J
I2
1
0
's
@
1
6
"o
c
w
/ IU
T
O
R
IU
S
2
.0
6
/1
4
H
A
N
G
E
R
S
(1
F
J
-1
)
A
48
30
30
30
30
4
4
5
TYPICAL
6
S-5.2
6
2
4
5
.
5
'T
.
O
.
W
.
6
2
4
7
'-
6
"T
.
O
.
W
.
1
FINISH FLOOR
6242'-6"5
S-5.2
4
H
S
S
5
x
5
x
3
/
8
"
14
S-5.2
8"
30
"
2
4
"
2
3
4
"
℄ HSS
8"
5"
℄ HSS
6'-2
1
2
"
11'-7"6'-2
1
2
"
R
7
'
-
7
1
2
"
14'-5"
5'-0
"
5'-6
1
2
"7
'-6
"
16
'-2
"
6
2
4
9
'-
0
"T
.
O
.
W
.
19
S-5.2
H
S
S
5
x
5
x
3
/
8
"
13
S-5.2
1
2
S-5.2
36
16
"
10
'-6
"
℄
℄
6
2
5
0
'-
6
"T
.
O
.
W
.
2'-1
1
1
2
"4
'-8
1
4
"
3636
36
1
6
"
7
S-5.1
9
S-5.2
@ HSS TYPICAL
H
S
S
5
x
5
x
1
/
4
"
T
Y
P
I
C
A
L
O
F
5
3'-2"
36
36
42
1
16
"
42
48
8
42
24
7
1
1
6'-5
1
2
"
24"
4'-5
"1
'-8
"
8'-7
1
4
"
℄
11
11
10
DO
UB
LE
DO
UB
LE
16
S-5.1
6
x
6
w
/
P
B
S
6
6
&
A
C
6
6
16"
7'-6
1
2
"
℄
11
S-5.1
TYPICAL
16"
9
24 24
36
4242
3'-5
3
4
" 5'-10
3
4
" 5'-9
3
4
" 4'-1
1
2
" 3'-5
1
2
" 5'-8
3
4
"
℄ ℄ ℄ ℄ ℄
6
x
1
2
C
V
G
w
/
C
B
6
1
0
4
x
4
w
/
P
B
S
4
4
A
&
A
C
4
4
6
x
1
0
C
V
G
w
/
C
B
6
1
0
4
x
4
w
/
P
B
S
4
4
A
&
A
C
4
4
10
30
36
8
15
S-5.216
S-5.2
12
S-5.1
1
13
6
x
8
C
V
G
w
/
C
B
S
Q
6
8
54
H
S
S
5
x
5
x
1
/
4
"
7
S-5.1
1'-2
3
4
"
℄HSS
4'-6"sq. MIN x 18" THICK FOOTING w/ #6
@ 10"oc EACH WAY TOP & BOTTOM
(TYPICAL OF 5)
14TYPICAL OF 7
3
S-5.1
MATCH LINEMATCH LINE MATCH LINEMATCH LINE
15.00°
2
6
.4
6
°
36
36
36
36
1
8
1
14
S-5.1
4
S-5.1
H
S
S
8
x
8
x
3
/
8
"
T
Y
P
I
C
A
L
O
F
5
8
S-5.1
15.00°
H
S
S
4
x
4
x
1
/
4
"
T
Y
P
I
C
A
L
O
F
4
7
S-5.1
12TYPICAL OF 6
15
1
6
2
4
6
'-
9
"
T
.
O
.
W
.
6
2
4
2
'-
8
"
T
.
O
.
W
.
10
'-1
1
2
"
6
2
4
3
'-
2
"T
.
O
.
W
.
6
2
4
7
'
-
2
"
T
.
O
.
W
.
7
6
2
4
3
'-
2
"T
.
O
.
W
.
15
TYPICAL
6
2
4
7
'
-
2
"
T
.
O
.
W
.
5
S-5.2
6
2
4
8
'
-
6
"
T
.
O
.
W
.
6
6
2
5
2
'
-
2
-
1
/
4
"
T
.
O
.
W
.
6
2
5
2
'
-
3
"
T
.
O
.
W
.
1
16
24
"
24"
13
S-5.1
16
FINISH FLOOR
6242'-0"
16
4
S-5.2
36
1
7
S-5.2
1
S-5.1
24"
7
3
S-5.1
7
TYPICAL
SIMILAR
7
6
2
5
3
'-
6
"T
.
O
.
W
.
TYPICAL @
RETAINING WALLS
4
2
3
1
S-5.2
7
17
55
24
6
2
5
2
'-
3
-
3
1
/
4
"
T
.
O
.
W
.
52
FINISH FLOOR
6242'-0"
48
57
4'-6"sq. MIN x 18" THICK FOOTING w/ #6
@ 10"oc EACH WAY TOP & BOTTOM
(TYPICAL OF 5)
54
H
S
S
8
x
8
x
3
/
8
"
59
18
S-5.2
TYPICAL
58
H
S
S
5
x
5
x
3
/
8
"
7
S-5.1
AS IN
6
S-5.1
10
S-5.1
10
S-5.2
13
S-5.1
TYPICAL
3
S-5.1
D
S-4.4
TOP OF FINISH FLOOR
6242'-0"
A
S-4.4
B
S-4.4
TOP OF SLAB
6238'-6"
C
S-4.4
18
17
S-5.1
TYPICAL
OF 5
5
-
1
/
4
"
x
9
-
1
/
4
"
P
S
L
w
/
C
B
6
1
0
5
-
1
/
4
"
x
7
"
P
S
L
w
/
C
B
7
-
1
/
8
-
6
5
-
1
/
4
"
x
9
-
1
/
4
"
P
S
L
w
/
C
B
6
1
0
19
S-5.2
19
3'-5
5
8
"
11
S-5.1
18
13
S-5.3
13
S-5.1
+18"
1
1
1
S-5.1
11
S-5.2
SIMILAR
1
8
x
8
w
/
C
B
S
Q
8
8
1
15
S-5.1
ABOVE
1
6
S-5.3
1
1
SIMILAR
1
1
S-5.1
TYPICAL
1
1
1
36
1
1
24
1
24
1
1
5
1
TOP OF FINISH FLOOR
6240'-6"
1
1
5
1
TOP OF FINISH FLOOR
6240'-6"
1
2'-6
1
2
"
1
1
+6"
1
+4
2"
1
+48
"
1
H
D
U
5
H
D
U
5
H
D
U
5
H
D
U
2
H
D
U
2
H
D
U
2
H
D
U
1
1
6
x
6
w
/(
2
)
H
D
U
8
H
D
Q
8
6
x
6
w
/
(
2
)
H
D
U
1
4
(
2
)
2
x
6
w
/
H
D
U
4
H
D
U
2
(
2
)
2
x
6
w
/
H
D
U
2
6
x
6
w
/(
2
)
H
D
U
8
H
D
U
8
H
D
U
5
(
2
)
2
x
6
w
/
H
D
U
5
H
D
U
5
H
D
U
8
H
D
U
2
(
2
)
2
x
6
w
/
H
D
U
5
(
2
)
2
x
6
w
/
H
D
U
4
H
D
U
2
H
D
U
2
(
2
)
2
x
6
w
/
H
D
U
4
H
D
U
2
H
D
U
2
H
D
U
5
H
D
U
5
H
D
U
2
HD
U5
H
D
U
8
w
/
4
x
6
H
D
U
8
65 1
22
TYPICAL
22
TYPICAL
1
1
21
1
21
1
10'-7
1
2
"2'-10
1
2
"
3'-1
1
1
2
"
4
6
S-4.5
5
1
2
34
56
78
1011
1215
13
46
89
13
1416
1718
19
ABCDEFGHJK
aabb
ddee
xx
A-4.1A
A-3.2NORTH
A-4.4D
A-4.2B
A-4.2B
A-3.3EAST A-3.3
EAST
A-4.3C
A-4.3C
A-4.4D
FOUNDATION & FIRST FLOOR FRAMING PLAN 'A'
SCALE: 1/4"=1'-0"16'
12'
8'
4'
0'
LEGEND
#
INDICATES HOLDOWN, SEE S-3 SERIES SHEETS FOR HOLDOWNREQUIREMENTS. SEE TYPICAL STRUCTURAL DETAILS FOR LAYOUTREQUIREMENTS.
INDICATES SPREAD FOOTING TYPE, SEE SCHEDULE ON SHEET S-2.0FOR SIZE AND REINFORCEMENT REQUIREMENTS.
INDICATES FOOTING STEP APPROXIMATE LOCATION, SEE TYPICALSTRUCTURAL DETAILS FOR FOOTING STEP REQ'MNTS.
INDICATES STRUCTURAL WALL ABOVE.
C.M.U. WALL PER NOTES.
INDICATES NON-STRUCTURAL WALL.
INDICATES POSTS BELOW. USE 6x6 TYPICAL, UNO.
INDICATES POST ABOVE ONLY. USE 6x6 TYPICAL, UNO.
INDICATES SLAB ON GRADE.
INDICATES CONCRETE FOOTING OR PAD BELOW.
HEN
KE
RESI
DEN
CE
9630
Ahw
ahne
e Pl
ace,
Lot
612
, Mar
tis C
amp
PLA
CER
CO
UN
TY, C
ALI
FORN
IAA
PN.1
06-2
80-0
02
c C
op
yrig
ht 2
01
2 M
WA
, In
c - A
ll p
la
ns a
re
p
ro
pe
rty o
f M
WA
, In
c &
a
re
a
n in
stru
me
nt o
f se
rvice
.
M W
A
IN
C
a r
c h
i t e
c t
s / e
n g
i n
e e
r s
FOU
ND
ATI
O A
ND
1st
FLO
OR
FRA
MIN
G P
LAN
PART
'A'
NORTH
FOUNDATION 'A' PLAN KEY NOTES1. STEP IN TOP OF CONCRETE STEMWALL, RETAINING WALL OR CURB.
2. 6" WIDE SOLID GROUTED, RUNNING BOND, C.M.U. SHEAR WALL w/ #4 @ 16"oc EACH WAY, USE (2) #4 VERTICALS AT END OF WALL.
3. 24" IN-WALL PILASTER PER
4. 8" WIDE, SOLID GROUTING, RUNNING BOND, C.M.U. SHEAR WALL w/ #5 VERTICALS @ 16"oc, #4 HORIZONTALS @ 16"oc. USE (2) #6 VERTICALS AT END OF WALL.
5. 4" CONCRETE SLAB PER PLAN NOTES.
6. 6" HIGH BY 6" WIDE CURB PER
7. CONCRETE STAIRS AS IN
8. 16"x16" TIE BEAM PER
9. PROVIDE MID-SPAN FULL HEIGHT BLOCKING OR CROSS BRACING AT SPANS 12'-0" OR LONGER.
10. PROVIDE FULL HEIGHT BLOCKING AT ALL BEAM SUPPORT LINES.
11. HUCQ610 HANGER, USE TITEN CONCRETE SCREWS WHERE REQUIRED.
12. HUCQ410 HANGER, USE TITEN CONCRETE SCREWS WHERE REQUIRED.
13. 6x6 C.V.G. w/ CBSQ66, PROVIDE FULL DRYPACK WITHIN 1" STANDOFF PLATE OF BASE.
14. 16"sq. GRADE BEAM PER &
15. 6" WIDE PLANTER RETAINING WALL PER
16. ATTACH FOOTING & STEMWALL REINFORCEMENT TO TALL WALL PER
17. SHAPED CONCRETE STAIRS PER ARCHITECTURAL &
18. 134"x14" LVL LEDGER w/ (2) 3
4"Øx8" TITEN HD BOLTS @ 48"oc, 12" MAX FROM ENDS PROVIDE BITUTHENE OR ALUM. FLASHING BETWEEN CONCRETE & LEDGER.
19. STEP OUT STEMWALL 8"x8" TO ACCOMMODATE GATE POST.
20. HOLDOWNS ARE NOW CALLED OUT ON PLAN.
21. FOOTINGS WITHIN DASHED AREA TO BE DUG BY HAND.
22. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS & RADIUS OF WALLS.
#
1S-4.5
3S-5.2
5S-5.1
9S-5.1
8S-5.2
12S-5.2
3S-5.1
18S-5.1
PLAN NOTES* SEE SHEET S-2.0 FOR FOUNDATION & 1st FLOOR FRAMING NOTES *
5S-5.1
1
1
1
1
1
1
4
5
R:\Jo
b F
ile
s\M
artis C
am
p\H
en
ke
-6
12
-1
01
00
1\P
LO
T S
HE
ET
S\1
01
00
1-S
21
-A
&B
(F
ND
fr1
).d
wg
, 6
/2
5/2
01
2 1
1:3
2:5
1 A
M, e
li, D
WG
T
o P
DF
-2
01
1.p
c3
, 1
:1