REV1 APPROVED BLD BLD2022-1025+Structural_Plan+11.18.2022_8.02.12_AM+3227308 (2)FOUNDATION NOTES
• VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO COMMENCING
ANY WORK.
• GENERAL CONTRACTOR AND/OR FOUNDATION CONTRACTOR SHALL VERIFY
THE LOCATION OF ANCHOR BOLTS AND HOLDOWNS PRIOR TO POURING
CONCRETE.
• ALL FOOTING SHALL BEAR 18" BELOW UNDISTURBED NATURAL SOIL.
FINISHED GRADE SHALL BE NO LESS THAN 12" ABOVE BOTTOM OF
FOOTINGS.
• TOP OF FOOTING SHALL BE LEVEL. BOTTOM SURFACE OF FOOTING SHALL
NOT SLOPE MORE THAN 10%. STEP FOOTING AS NECESSARY TO MAINTAIN
MIN. DEPTH OF FOOTING BELOW FINISHED GRADE.
• FOUNDATION WALL SHALL EXTEND MINIMUM 6" ABOVE FINISHED GRADE.
• ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
• UNLESS NOTED OTHERWISE OR IN SHEAR WALL SCHEDULE, ALL ANCHOR
BOLTS SHALL BE%" dia. x 10" AND EXTEND MINIMUM 7" INTO CONCRETE
WITH MINIMUM SPACING OF 48" ON CENTER. EACH ANCHOR BOLT SHALL
HAVE A 3"xYx.229" GALVANIZED WASHER.
• SEE SHEARWALL & HOLDOWN SCHEDULES FOR SIZE AND PLACEMENT.
• CRAWLSPACE ACCESS SHALL BE A MIN. OF 18"x24". OPENINGS THROUGH A
PERIMETER WALL SHALL BE NOT LESS THAN 16"x24". (R408.4)
• PROVIDE A 6 MIL. BLACK VAPOR BARRIER OVER ALL CRAWLSPACE AREAS.
(R406.3.2)
• PROVIDE 2" SAND OVER 6 MIL BLACK VAPOR BARRIER OVER 4" COMPACTED
GRANULAR FILL UNDER ALL CONCRETE SLABS.
• PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT
CONNECTIONS ARE IN PLACE.
• ALL ISOLATED SPREAD FOOTING TO BE 24"x24"x8" REINFORCE FOOTINGS
WITH (2) #4 BARS EACH WAY UNLESS NOTED OTHERWISE IN PLAN.
• FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES
AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM TOP OF
FOOTING TO FINISHED GRADE. (R406.1)
• SEE SIMPSON RECOMMENDATIONS FOR HOLD DOWN PLACEMENT.
COORDINATE LOCATIONS WITH DOOR & WINDOW ROUGH FRAMING TO
PROVIDE ACCURATE DIMENSION FOR OPENINGS.
FOUNDATION VENT CALCS.
(R408.1) PROVIDE 1 SQ. FT. OF VENTILATION FOR EVERY 300 SQ. FT. OF
CRAWLSPACE. FOUNDATION VENTS SHALL BE EXTRUDED, LOAD BEARING
16"x8" VENTS.
PROVIDE A MINIMUM OF (1) FOUNDATION VENT WITHIN T-0", BUT NOT WITHIN
THE FIRST V-0" OF EACH CORNER OF CRAWLSPACE.
ASSUMED VENTS ARE MIN. 15.5"x6" AND HAVE A NET FREE VENTILATION AREA
OF .48 SQ. FT.
FOUNDATION VENT CALCULATIONS
CRAWLSPACE AREA
231 SQ FT
NET VENTILATION
AREA / 300 SQ FT
0.77 NET AREA
NUMBER OF VENTS REQ'D
NET AREA / 0.48
2
OPTIONAL POWER VENT
CRAWLSPACE HEIGHT 3
46.2 CFM
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
7)0WMVVt0C W. x
BUILDING OFFICIAL
Nov 30 2022
APPROVED DATE
0
v
Cn
N
N
64'-8%4'
29'-0" 01 ol 24'-2%4"01
26-10%" 01 3'-1%"
2'-4" 8'-3" lo 01 5'-2Y2" 1'-11%"
ol
�(.0 TC)0_010�
I N_�_ n 01 Arc
1'-7%2'
16'-3"
19'-6"
1'-7%"
9'-6"
The following documentation shall be available on
site for the building inspector:
❑ COE APPROVED ARCHITECTURAL PLAN SET '.
❑ COE APPROVED STRUCTURAL PLAN SET '
X❑ COE REVIEWED CALCULATION PACKET -
❑ ENERGY CREDIT WORKSHEET ' E
1
❑ SITE PLAN ;
■ ❑ CIVIL PLAN i
O❑X Original approved set of plans
■ ❑ 1
■ ;
■ CITY OF EDMONDS BUILDING DEPARTMENT 2021
r-
64'-8%4'
24'-2%4"
— =—__F_j �
S I G
U)
0
CP
0
-1. I .11'-2%" 11 6'-0%"
al.
F
N - - -
F-01 w�—�� L_J
Cl) < a F-05 y�Us
Y U) c~i
C/)
11'-5"
1'-0%"
�11'-3%" k k T-7 I
F_/
TYPF. =
-- .. — /I._ - --0-- -- --
TYP 14'-6 2" 9'-2 a" 6, Q 3'-Oi2„ 3,-7„
2r4'
2%4'
NOTE !
ALL FOUNDATION WALLS
TO BE 8" UNLESS CALLED OUT
OTHERWISE.
LEGEND
STEM WALL
— FOOTING
CONCRETE SLAB
WALLS/ FIXTURES OVER
EXISTING
CONCRETE FOOTING SCHEDULE
SYM.
FOOTING SIZE
RE -BAR
PLACEMENT
F-01
'16"x8" CON'T.
(2) #4 CON'T.
F-02
24"x24"x8"
(2) #4 EA. WAY
F-03
*24"x24"x8"
(2) #4 EA. WAY
F-04
30"00"&'
(3) #4 EA. WAY
F-05
'36"x36"x8"
(3) #4 EA. WAY
F-06
*42"x42"x8"
(4) #4 EA. WAY
F-07
30"x30"x8"
(3) #4 EA. WAY
F-08
`36"x24"x8"
(3) #4 EA. WAY
F-09
`30"x12"x8"
(2) #4 LONG WAY
(3) #4 SHORT WAY
F-10
NOT USED
F-11
'20"x16"x8"
(2) #4 EA. WAY
F-12
16"x8" CON'T.
(2) #4 CON'T.
NOTE:
'EXTERIOR FOOTINGS SHALL BE MIN.
18" BELOW GRADE AND REST ON
BEARING SOIL.
BLD2022-1025 - FOUNDATION
REVISION 1
REVISION
Nov 18 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
FOUNDATION PLAN
SCALE: 1 /4" = 1'-0"
Ross
Engineering
Design
Inc
ryan. ross@rossengineer.com
11.16.2022
ELECTRONIC COPY
ORIGINAL ON FILE AT
ROSS ENGINEERING DESIGN
W
o
U
00
0�1
z
LJJ
0
Q
W Z
0
_
0
O
�
w
LJJ
W 3�
06 \w
z
LL
O
Q
0
L0
(`)
a N
a
❑
c
a
rn
a�
O
Z
PROJECT NO.
220705
DESIGNED BY
RR
DRAWN BY
RR
CHECKED BY
RR
SHEET:
S3
T DATE 11/14/2022 7:40 PM
L