HomeMy WebLinkAbout111 Commerce Blvd- #23369; (a) signacct
35-19-30-524-0800-0160-0-6
CURRENT 89
date 12/19/88 PT -3
name
GAITHER WILLIAM H
jval land
86,97(
add1
P O BOX 837
agrc
0
add2
activity
extr feat
12v830
csz
LINCOLNTON NC 28092 N
bldg
222,90''
td
dor flg exrcpt exemptions
ex -amount yr %
total val
322,700
S1
48 00 000000 - - -
() 00
'
)
pad
111 COMMERCE WAY
acre/ff mtg
tax -due tax -paid
e&-
00
539.47 517.89
-0000 �
note
HEAFNER TIRE
|
legal LOTS 16 17 & 18 GANFORD COMMERCE PARK '
PB 31 P8 67
sales data |
|
SU WD 06/88 01968 0785 117,700 V
SU AD 09/87 01885 0307 280,200 V TC121388 �
-----land---------------
cd unit/rate area
1 AS 00000170 051157
SHOW MORE? Y/N _
land 08 11 08/88
bldg 03 10/11/88
__________________________________________________��_
dec depth ovd amount % ad' reason
000 00086967 00 !
-rt �+ square Root of (l + (4,36 X. 12.5 / t1.201) = 4.67
'ft. i5 greater than. 4.67 ft, therefore it's okay. --_- _
14t"t-i-d;s+.1,^tib �r'�,4
r 'Engineering
design is in accordance with the 1985 edition of SSBC for 33.6 PSF regions.
'Engineering
c4leuiations are, for sign -support structure and toundation.
Section
PSF Force `':_. Centroid KooAnE
1,
eft, X 33.b PSF' 1,3?r4.0 lbs. X, 13.00 ft. - 17,472.0 ft,lb5.
s t
ftr« X .31,6 PSF a!`Oc"..Q,.Ibs, X 5.50 ft. = 561.1 fk,ibs.
a t QaIeS =,; 18j_433.1 it,lba. per pole.
i
30340 -. _ L . 03A n.^Tseq,d
,x(10 fn wall at 10.97 lbs, / ft. yields 8.5 jR"3, .
1 yl;etd stress, -"and welding to be in accordance_ with AWS It1,t-Sxr
� #
cai5500foundation needs. to be 5 ft, deep using 1.7 yds. of 3000 PSI concrete per pole.
gn is based on an allowable soil bearing pressure of 8404 PSF.
;steel shall be grade 40, and a 3 inch concrete cover shall be saintained.
A01i(5 13X2XV(loi anal= 120
-rt �+ square Root of (l + (4,36 X. 12.5 / t1.201) = 4.67
'ft. i5 greater than. 4.67 ft, therefore it's okay. --_- _
14t"t-i-d;s+.1,^tib �r'�,4
I
PERMIT
RESI DENTIAL
2
ADDP,-v-ss
OWNER -Y-
CONTRACTOR
THIS API:' DOCS t,.40T GRAD l' PERMHMOON fo
i cp THIS PLAN
VIOLf,.Tr- MIY t&PLIMLL coDE, �E
oro Jor, f*T ALL TIMES,