HomeMy WebLinkAboutPermit File BLD-2021-0029 3708 Leeward Lane (8)o
h
9'-6"
BRACED RETAINING WALL WITH MID LEDGER
A
B
C
D
E
F
G
V
W
RET.IINED
LENGTH
HEIGHT
EELC!V
I'''�LL
FOOTING
FOOTING
V i L
=NCHOR BOLT
BLOCK
OF _RT.
•. EF.TICAL
CENTER CF
POSITION
:WIDTH
HEI:-HT
THICKNESS
SF+CING
SPICING
RES' r.
REETR
L(>JER FLOOF
BOT L BEND
(TOTAL RET.I
HORIL. I FOOTING I FOOTING
REBAR TRANS'. GONT.
42" 10" 8" 181, 18" 8" #s @ 10" 1 #5 @ 18" 1 #5 @ 10" 1 (4) # 4 I_A
GENERAL NOTES:
NOTE #1
COLUMNS C. D, E. W. X, Y, Z. ARE MINIMUMS. MAY USE GREATER.
FILL OVER FOOTING IN CRaZWLSPAI-E
COLUMNS F. G, ARE MAXIMUMS. MAY USE LESS.
WHEN NO SLAB IS NEEDED.
ASSUMED SOIL BEARING PRESSURE: USE 2,000 PSF
RETAI+ED HT. (Al T FILLRE^UIRED
` MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF WI 25 PSF MAX SNOW.
o'-a' NoriE
REBAR MINIMUM GRADE 60.
5 6' 12=
CONCRETE MINIMUM fc 2500 psi
_ 7 8' — le
"ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT.
NOTE #2
LEDGER: USE MINIMUM 2 X PT LEDGERAT LEASTAS TALLAS JOISTS.
CONNECTION: USE 5/8" DIAMETER X MIN 4' EMBEDMENT. TITEN HD OR WET SET BOLT. @ 9" OC MAX STAGGERED. AND
WITHIN 8" OF SPLICES AND ENDS. WITH 3" X .25" WASHER. MIN DISTANCE FROM CENTERLINE OF BOLT TO TOP OR BOTTOM
OF LEDGER = 2.75"
NOTE #3
FOR TALL CONCRETE POURS. ENSURE CONCRETE IS MECHANICALLY CONSOLIDATED, FULL HEIGHT, TO ENSURE NO
SEGREGATION OF AGGREGATES.
QFptt L L)uE Co
M
.gc0R�o
"---SIDING MATERIAL
---
R-21 INSULATION --
•7/16 OSB
JASON STERLING
112" SHEETROCK—
NAILS OR SCREW
—PER SHEARWALL
1/4" = T U.N.O.
3/4" SUBFLOOR _
TABLEOPTION'L4"SLA
"CAGE.
PATIO(
____.__--___
----------
—�-
03-18-21
SIMF'SUN HnN6EF. — -••--
_'
FLOOR JOISTS F
...___.- _ .--
FLC^R TONUD SILL TO
_Z
-- —
TACHED INTH SD NAILS--,
% 5T-GGEP.ED.
-
:TURE OR PRE INSPECTION
3E REOUILED DUE TO FLOOR
�A TERI .L ('] IERING N..IL�,
Z
R-21 INSULATION —•-r
•
MAX
1/2"SHEETROCK'—',
•((��jj
3/4" SUBFLOOR—'-
___MIRADRAIN OR
SIM., FULL HT.
FLOOR JOISTS
"m SON H 1,4EI.--_--- 1
LEDGER
1 -
_
---- --
SEE NOTE #2
IF I—TS F RAI I FI E —
-- —
- INSI-LL•G"BLO-IKING ,^,
IN'21 SAY^, YY
—
J '] q-TIGHTLINE
`✓
SCREWS OR
EXT. :A.•LLS ONLY
-
=
-
- NAILS
S O.C. THRU C96FLOOP
X ---=-
A
CRAWLSPACE-
0
N
N -
Z— Y
.,
---MIN LAP SPLICE =:. A'
z
M
SLAB ORFILL-i:EE NOTE z t
o F
- D '.
-'�
'� ��i
i .,4
DF-M ROCK
W
9
X .2 F
ZG+U z N
- _• MILLt f! _
—\
�q" PERF.
- J,fi:
]
co
? G f C W
tdQ R M2
IF NO SLAB
:•.L'Lr
V
TOE _- - --
— - — HEEL -
N
..
`ASSUMED SOIL BEARING PRESSURE: 2,000 PSF
co
Z
NOT TO SCALE - -- --
-- - -
CQ
C �
W w
H
1Z
W O
Z
W
W
LL. Q
U
Lj
U) Q
W Ljj
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a
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a
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co
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113/1 lb /7, 1
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