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HURRICANE CONC
(GENERAC A
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(ON-GRADI
GENERATOR UNIT BY
SEPARATE SUBMITTAL
(SEE CONCRETE PAD
z
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SCHEDULE FOR MINIMUM
z
WEIGHT REQUIRED)
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= RAD z I
=' THICKNESS x
FRONT VIEW
PAD LENGTH
1 PAD
THICKNESS
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ANCHOR
FG3154-4G
LOCATION
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r 9.859" 1
0
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1.063" �lLn I
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17.625" } 1
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TYPICAL ANCHORAGE:
(4) 3/8" DIA. AMIFAST CONCRETE INSERTS
P --_—_
i-.-,•.- I - -
(PART#165003&.TESTREPORT 95329BY
--
ELEMENT MATERIALS TECHNOLOGY) W/ 3/8" -- ---- -
53.56" (PAD LENGTH) -
DIA. BOLT ASTM A3O7, 3" MIN. EDGE
DISTANCE, 1-3/8" EMBED. INTO CONCRETE
PLAN VIEW
(BASE PAN MIN. THICKNESS = 0.69" AND MIN.
BEARING STRENGTH 6 KSI)
ITEM GENERATORi
i
I
1 8KW
2 IOKW
3 14KW
WIND LOAD
=
4 16KW
RESULTANT
w
5 16KW
T
F
6 17KW
N
Z
x
7 17KW
x
L7
W
8 20KW
i-
9 2OKW
7
10 22KW
--
. 1—
- _ ----- - - -- -
NATES:
1- CONCRETE PADS WE:
2- FULL THICKNESS OF
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3- ALL OTHER UNITS N(
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SIDE VIEW
PAD
4- CONTRACTOR SHALL
PAD WIDTH THICKNESS
'EMBED. AS PERCURREP
FROM ANY CONCRETE F