a3'- 0.90°
8 q
q
Ht
|
75°+ 0.00"
+
65'- 6.00"
7 |
B2'- 6.00"
7
7'- 0.09"
Ol
DESIGN LaP SPLICE © 43 007
o> 0.06"
{TOP DF BASE PLATE}
YO
yo
SECTION TeF ORMA TION
Ce a
z a5 - 7 0G o. FF i350 Disa
Trew Jo] LENGTH [ease Gof Toe oO] ire]
wae
a572 63 431
A372 85 057
TTEMIND. WNIT WEIGHT
10 |RED CESneS eter was ieee
SECTION & VALHONT 9-27 0.719° THK (AG7@ GROSI 3,248 {3,348
SECTION B VALMONT S-22 0.166" tax (4572 GOOSI 1.a67{ 1,
GGTION CAGE PLATE mo
17S" aNCHOR AGT. LENGTHS SO A615 GATS
PLATE Va. HON? S-56 1 750° Tee (a5.
156 CAG Plate (nmtmave GAFGRE SETTING POLED a7
GROUNDING LUG z
GALVANIZ ING Taz
80 | S387 an CLIP lWaLHOkt ST4n04R01 i
© Hang AGLE HeY (9° 0 24") ao
7 HANG HOLE STO ib" « 1a” a 7
a WAND HOLE sig (6 8 ia” FF BE
+ HaNO HOLE S70 16-5 12 22 66
16 HANG DLE S10 (en ia 7 za
POLE car 1 19
@2.13" HOLE
te
37.76"
aye
NOTES: 035.56"
} BASE PLATE THICKAESS = 1 750"
2 BASE PLATE ALLOWABLE STRESS KS
2 ANGLES Ane HE XSLEEG CLOCKIISE Pow’ oSecaces
4 BOLT CIRCLE Dtame ten = "53.2
5. Cat TEMPLATE DIAMETER & 35 75°
L H
NOTES:
i i a
Sean w a Che
VERTICAL = 6 520 ¢
2 GALVANIZED PER 45TH 2-323
3. OBSIGN CRITERIA, ANS1/T14 222-G AD0EMDUH 2
4. TIS STRUCTURE WAS BEEN DESIGNED FOR THE FOLLOWING LOADING
aTEGORY
rate “EL Lsaie cat aj
APT eGoay
TOPOGA: ¥ Cat
sel tag tig = 180 Bates | On 3 SECON] GUST AND 00 YEAR INO RETURN PEAIOO
WIND SHI
GB case oe MPH [CE aN0 WIND SPEED
Gesich 1 Taigentas = 7 53 IncH
Cc cast 3 win sPeRp
0. ECUIPHENT ape
mG céNincl® witwout ite WITH ICE
HT HT. ry wt EPA wt
DESCRIPTION ttt (Fte>2) kesh) iFTee2} tLest
1- B58 HIGH INTENSITY “FLA 67,00 339° «277 615 827
J1/2* X 4 LIGHTHING ROD 67.00 o.20 784 234
3-3" SOL 10 DISH (120K) 63 00 rae fade 779
2-3) 50010 BSH [eGHZ! 76 OO Tt? 26 43 22 25 76?
3-tr907-09 77 00 40017] 3h 2 2186
ASeriaitesae 7? oo 2 ba a5 963 azt
1<7 18) 130. 7? bo oO 40 a on D
1-818 ieee onies azat-61l- 77 60 037 a 148 © 140
4-SPt P§ab 7? oo 22 56 7i2 Goo o
4-C0807-09 67 00 Fo 20) 274091 AF 418d
4°SPI PSAB 6? oD 22 56 faa oOo a
7-50007-09 64 0 454 2689 2068
o-SF] Pook 64 bo 1? Be Ste o OF a
S FREQLINES ARE PLACED INTEAIGA TO POLE SHAFT (UNLESS MOTED DTMEAMESE)
6 TOTAL PORE WEICHT 35 aa FT AGL
7 ELEVATIONS RE MEASURED FROM TOF OF BASE PLATE {APPROX 1 FT AGL)
s 14 SIOfD SHart
a.03. 20; aM lusgeted ARO
t EL Ad I GESCAIPT ION
valiant
