Report q UCC ., 5,C.X\� �-e.,�d
Stevens Engineering, Inc Fire Guard Tank 12/30/2015 � ,��
for Summerfield Golf Course ��S'iL -
4C's Environmental
1HECEIVED
Fireguard Tank
Length 961 in I 1
Width 50 in
I:;t: 7 -2°16
1Height 50 in
ULI # U
fC[V
tY W t.
M } 4000 lbs
-_; 9 �
Capacity 750 gal
I 5250'lbs
i
total 9250 ibs
Seismic Zone 3
Wind Speed 95 mph
, L-
Soil Brg i 1500 psf fi
regd Arearzi6.171sgft
I
Suggested Slab is 1 6ft wide j
, 101ft long
Soil loading i_a rox sqft
1 154, si _..
9 PP _._
P-.
1
(old 6x6 10x10)Welded Wire _
6"slab with 6x6 x W1.4 x W 1.4 Fabric.
I _
A tank of these proportions will be inherently stable for tipping, Both from Wind and Seismic loads.
1 It should a anchored
toprevent sliding and
this will alsogive additional restraint against tieing
iJ
4- 1/2"wedge anchors with 3"embedment will be more than adequate.
-.-e"*,,,i\-..,7,) w 1 n
i›Ar;
, 70 , - :7 .'4-f. r:T
(� 't,!..v-, 4,4 Es-` C /
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•
Stevens Engineering, Inc Fire Guard Tank 12/30/2015
for Summerfield Golf Course
4C's Environmental
i
4.
Fireguard Tank
Length 96 m JAN 2 7 ?0
Length 6
Width 50 I in MY OF fIGARD
7 1Hei ht 50 in BUILDING' D \` SiON
Mty Wgt. 4000iIbs
'Capacity 750 al
5250lbs I ,
I total 9250!lbs
L i
Seismic Zone 3
:.Wind Speed 95 mph
Soil Brg ' 1500 psf fi
6
q 1 sgft
{
re rea
iSu ested Slab is
6 ft wide _
99 �
1
' 10Ift long
60 sgft ,
!Soil loading approx I 154 psf
(old ) -..
6"slab with 6x6 x W1.4 x W 1.4 6x6 10x10 Welded Wire Fabric.
JA tank of these proportions will be inherently stable for tipping, Both from Wind and Seismic loads.
It should be anchored to prevent sliding and this will also give additional restraint against tiping.
4- 1/2"wedge anchors with 3"embedment will be more than adequate.ate.
-.73 t 'rlj• r
,i., _40:0.
- 2.2G("1"1 -7 149-- ••:;