HomeMy WebLinkAboutPermit File BLD-2021-0029 3708 Leeward Lane (7)° °
O BRACED RETAINING WALL WITH MID LEDGER
R-21 INSULATION
1/2" SHEETROCK
EC
SIDING
7/16OSB
NAILS OR
MATERIAL
SCREW
DRAWN BV:
JASON STERLING
------
-
SCALE
— — — Y— — —
— —
SUBFLOOR
PER SHEARWALL
TABLE
OPTIONAL
4" SLAE
1/4" = 1' U.N.O.
Eo
DATE
o
A
B
C
D
E
F
G
V
W
X
�/3/4"
I
Z
PATIO)
I�
03-18-21
RETAINED
HEIGHT
WALL
LENGTH
OF VERT
a
-
IIII
V
SIMPSON HANGER I
F
d
-
-
I
I
BELOW
POSITION
FOOTING
WIDTH
FOOTING
HEIGHT
WALL
THICKNESS
ANCHOR BOLT
SPACING
BLOCK
SPACING
REBAR @
VERTICAL
REBAR
HORIZ.
REBAR
FOOTING
TRANSV.
FOOTING
CONT
FLOOR JOISTS
=
II-O
-
- -'
CENTER OF
LOWER FLOOR
BOT LBEND
Z IIIIII
=III
-SUB FLOOR TO MUD SILL TO
AI
^ Q
°
(TOTAL RET.)
-
u a
d
BE ATTACHED WITH 8D NAILS
YO.C.STAGGE—D.
PICTURE INSPECTION
_
- =IIIIII=III
III III III
III —III
0' 8'
8"
42"
10"
n
8
18"
18"
"
8
#5 @ 10"
#5 @ 18"
#5 @ 10"
(4) # a
=
--
—=IIIII
IIIIIII
6'-1 1/2"
BE REQUIRED DUE IN FLOOR
REQUIRED
PLATE MATERIAL COVERING NAILS
PLATE
-
� --�
III III
IIIIIIII
- �-
M — �
c-
a
—III
— 11'
=III „III
I -III-
� W
o
I
CD —
I
R-21INSULATION
III IbIAXII
/1
lii)
1/2" SHEETROCK
=III=IIIII
=III
=III
=III
3/4" SUBFLOOR
"
IIII
MIRAD
SIM.
IN OR
ULL
�D-
1IiIIiI
-III-IIIIIIIII
III=III
IiIiIII
III=III
D
GENERAL NOTES:
NOTE #1
FLOOR JOISTS
I=
=III=IIIIII=III
COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL
OVER FooTING IN CRAWLSPACE
D
N HAN ER
SIMPSO G
. l
III III
C " I
2' 0"
I
* COLUMNS F G ARE MAXIMUMS. MAY USE LESS.
*ASSUMED SOIL BEARING PRESSURE: USE 2,000 PSF
WHEN NO SLAB IS NEEDED.
I LEDG
=SEE NO
I I I I
IIIIIIIIII III
R
E # 2=III
1
III IIII
RETAINED HT A
O
o' -a'
FILLREOUIRED
NONE
_
*MAX LOAD - 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW.
IF .IOICTC PARALLEL E
°
III
III
-6
5' - 6'
12"
-
4
* REBAR MINIMUM GRADE 60.
*
.INSTALL'G BLOCKING
IN (2) BAYS. W
4"TIGHT
O 1 w
=III
INE _
7' 8'
18"
CONCRETE MINIMUM fc 2500 psi
SCREWSOR NAILS
= IEx.
LsoNLv=III
e a
**ANCHOR BOLT SPACING -USE LESSER OF THIS OR SHEAR WALL CALLOUT.
-
a O.C. rHRu sueFLooR
= =III III
III II I
g
o-
m co-
Q
O
X
d
.o
�.
1A'IIIIIIII
11
III=III
III11
NOTE #2
-
I�
I
I
LEDGER: USE MINIMUM 2 X PT LEDGER AT LEAST AS TALL AS JOISTS.
CRAWLSPACE
III=III=III=III-III
MIN LAP SP
ICE=24'I
N
N
u�= h
CONNECTION: USE 5/8" DIAMETER X MIN 4" EMBEDMENT, TITEN HD OR WET SET BOLT, @ 9" OC MAX STAGGERED, AND
°..
1 11 11
11 1=III
rn o
-co 1
„
X 8 1
ad
I
WITHIN 8 OF SPLICES AND ENDS, WITH 3 X .25 WASHER. MIN DISTANCE FROM CENTERLINE OF BOLT TO TOP OR BOTTOM
Z Y
I III -III
=III
I
m
I
OF LEDGER = 2.75"
-
B
-III
O
z
U) M
ORFILL SE
- SLABENOTE#7
a.
°
IIII .III
I
e
I
NOTE#3
F CONSOLIDATED, FULL HEIGHT TO ENSURE N
OR TALL CONCRETE POURS ENSURE CONCRETE IS MECHANICALLY CO S U O
SEGREGATION OF AGGREGATES.
11
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7
m
Xw n
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OZ W
333
` A
III _'D-'I
3"> e
- s ellµ Ua,
•
a O4"PERF
I
X
I
Il I
CIF NO SLAB=
III -III -III III III III III
O-_
IIIIIIIIIIIIIIIIII II II CI
I IIII IT�E I I
III
I
V -III
O
III
I HEED
(exr wuLS ON�v
IIIIIIIIIIIIIII
I I
a a M
N
00
CONDITION
SIDE VIEW
=III=*ASSUMED SOIL BEARING
PRESSURE:
2,000 PSF
Z rn
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