REVIEWED RESUB 2-BLD2023-1489+Mechanical_Plan+5.22.2024_12.22.26_PM+4274963REVIEWED
BY
CITY OF EDMONDS
zo �I A UNIT LENGTH
a
0
z
0
L�
z
O OUTLINE OF ICS BUILDING
W
I—
A 6"
BUILDING
WRH SKIDS
A
OF FOUNDATION TIE DOW
AT CORNER
m 4
64 ° FOOTING AND
FOUNDATION BY
a CUSTOMER
UNIT WIDTH
6"
BUILDING
WITH NO SKIDS
TIE DOWN . ..........................
TIE DOWN —
AT CORNER
FOUNDATION EDGE DIMENSION FOUNDATION PLAN �4"ED
�
TIE A L-12 TOWN
DOWNS EDGE ;"x1-1/4" HEX WASHER HEAD
L12 6" SELF DRILLING SCREWS
10" (FACTORY SUPPLIED)
TIEDOWN BASE 3/4"
r1 1/4"
TIE DOWN —
FIELD WORK . AT CORNER
ALL DETAILS THIS
SHEET ARE BY 4 ;r CUSTOMER SUPPLIED
CONCRETE PAD
MINIMUM CONGI ETE .
FOUNDATION NOTES: EMBEDMENT 6'.:
}" DIAL HILT! HTf-Z ROD WITH HIL11
1 2500 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE AT 28 DAYS. HR-HY SAFE SET SYSTEM
2 MINIMUM SOIL BEARING CAPACITY SHALL BE 1000 PSF. HILTI Z ROD (CUSTOMEERR SUPPLIED)
3 INSTALLATION OF FOUNDATION IS RESPONSIBILITY OF CUSTOMER.
4 FINISH EDGES OF SLAB WITH 1/8" SLOPE FROM BUILDING TO EDGE.
5 WHEN ICS STORAGE UNIT IS ADJACENT TO ANOTHER BUILDING REDUCE
OVERALL WIDTH BY 6".
6 8" MINIMUM CONCRETE DEPTH REQUIRED AT TIE DOWN.
61 °. FOOTING AND
FOUNDATION BY
CUSTOMER
BASE CONNECTION:
6" 2"x2"x1/8" CONT. ALUMINUM
ANGLE WITH #14 SMS
TO THE WALL AND 1/4" ffW
TAPCON ANCHOR WITH 1-3/4-
EMBEDMENT TO CONC. SLAB
FASTENERS �SPACIND INNGRATR24ID0/C
v FOOTING AND
FOUNDATION BY
°�. CUS 4TOMER
BUILDING WITH NO
FLOOR
BLD2023-1489 May 20 2024
DEPAREVELOPMET SERVICES