HomeMy WebLinkAboutMiscellaneous - 61 RUSSETT LANE 4/30/2018 (3) 1
r
M
�F.
o s
xs - v
1 � � v
Legal Notice
TOWN OF
NORTH ANDWER
BOARD OF APPEALS
NDTICE- .
NORTN
I. p�`���o;�1A•p
O p
F ,
#
,SSACMusf
December 20,1983
Notice is hereby given that the
Board of Appeals will give a
hearing at the Town Building,
North Andoveri on. Monday
evening the 30th day of January,
1984,at 7:30 o'clock to all par-
ties interested in the appeal of
PETER K. BUTLER requesting a
variation of Sec. 7, Par. 7.4 &
Table 2 of the Zoning By Law so
as to permit an.amateur radio '
antenna on a steel tower with
guys which ,will not meet the
minimum height requirements '
on the premises, located at 61
°.Russett Lane.
By.Order.of the Board of AP-
peals-
Frank Serio,Jr.
Chairman
Publish N.A:Citizen:January12
and January 19.1994 .r12-835
Legal Notice
s NORTH ANDOM
BOARD OF APPEALS
`
NOTICE. -
pORTI
L
�1SS'ACHu
December 20,1983
Notice is hereby given that the
Board of Appeals wilt $ive a
hearing at the Town Budding,
North Andover, on Monday
evening the 16th day of January,
1984,at 7:30 o'clock to all par-
ties interested in the appeal of
PETER K. BUTLER requesting a
variation of Sec. 7, Par. 7.4 b
Table 2 of the Zoning By Law so
as to Permit an amateur radia.
_ antenna on a steel tower with
guys which.will not meal: the
minimum height_requirements _
on the premises, located at 61
Russett Lane:-='i
By order of the Board of Ap-
peals. -
Frank Serio,Jr.
Chairman
Publish N.A. Citizen: December
29, 1983 'and Jan 5,
1984 r1 -247
4W botice
• t�oRT��v�1 ,
BOARD OF APPEALS
NOTICE -
f pORTol
OL
C s .
- 71
1 • goy F
�,sACMtI�•h
December 20,1983
•. Notice is hereby given that the
Board of Appeals will give a
hearing at the Town Building,
North Andover, on Monday
evening the 16th day of January,
1984,at 7:30 o'clock to all par-
ties interested in the appeal of
PETER K. BUTLER requesting a
variation of Sec. 7, Par. 7.4 &
Table 2 of the Zoning By Law so
r as to permit an amateur radia
antenna on a steel tower with
guys which will not meet the
minimum height requirernents
on the premises, located at 61
'Russett Lane.
pis Order of the Board of Ap-
` Frank Serio,Jr.
Chairman
Publish N.A. Citizen: December
29, 1983 and Jan 5,
1984 r1 -247
4
na464
►�NORTy��*
i
I- APAILM �Dp�
�,SAceug�'at
TOWN OF NORTH ANDOVER
MASSACHUSETTS
BOARD OF APPEALS
NOTICE
. . .
De.camber. .20.19. 8.3
Notice is hereby given that the Board of Appeals will give a
hearing at the Town Building,North Andover,on. . . . .Monday
evening . . . . . . . the .15 t.itday of . . . . .J a n.0 a ry . . . . . . . .
19. 8 4, aq.; 3.()'clock, to all parties interested in the appeal of
. . . . . . . . . . . . . . . . . . . PETER. . K.•. -9U.TLE.R . . . . . . . . . . . . . . .
requesting a variation of Sec..7, . .P a r... . 7...4. . .of thlaM&g2 .
Bjf Law so as to permit. . . a.n . a.m a t.e u r. .r a.d i o. a n t e o ri.a
-on a - Steel tower - wi'th guys. vi-hath . w.il I -nu.t meet
the m-i nimum- he.i.ght. .re.qui.r.em.ents.. . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
on the premises, located at. . . 5.1 . R-u s s.e t t. .L a n:e . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
By Order of the Board of Appeals
By: Frank Serio, Jr . , Chairman
Publish : Citizen : Dec. 29 and Jan . 5 , 1983
Send bill to : Peter Y . Butler
bl Russett Lane
No . Andover , Mass . ,v
ti
�.•--..� Any appeal sha!I be filled
J ORTly
within (20) days after the
date of filing of this l:oLice
APRIL 7T'
• 1855 .g; in the Office of the To vn
. sACti� �. Clerk.
C c r TOWN OF NORTH ANDOVER
MASSACHUSETTS
BOARD OF APPEALS
NOTICE OF DECISION
Date . . . . February 7 , 1984. . .
Petition No.. . 1.- 8.4 . . . . . . . . . . . . .
Date of Hearing January. 30 , . .19 8 4
Petition of . . . . . . , PETER K. BUTLER
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Premises affected . .61 Russett Lane
Referring to the above petition for a variation from the requirements of the . Zoni.ng. By. Law
Section. .7.,, .Pa.rag.rah . 7...4. and. .Table. .2. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
so as to permit .the . use. of. an- .amateur . r.adi.o . antenna. .on. .a. .g, l pized . steel
. . . . toae.r . with .guys.,. .wh.ich. .exceads. the. .he.ight . regtuire.men.ts... . . . . . . . . . .
After a public hearing given on the above date, the Board of Appeals voted to . . D.EN Y . . . . the
variance grid � xe} txizzBngspttxf �sa ;ac
PkAn... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - . . . . . . . . . . . . . . . ... ..
forfb e.K0CMsfl�»a�0kkfxhoxa:xR OwhV"-'§txW�sy,tax10-1�r'6a" zhti(Msx
Signed
Frank Serio, Jr. , Chairman
Alfred E. Frizelle, Esq. , Vice Ci7airman
Walter- F. Soule
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
i4aurice S. Foul ds
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Raymond. .A._ .ViYen.zio.,. .Es.q..
Board of Appeals
Any appeal shall be filed
,0P(T#j within (20) days after the
" 3:°;•`n`'° .�" daie of '�iiing of this Notice
in the Office of the Town
Clerk.
FEB 1 a 1 2' I�` *.��•,..°.�'��
sSA yt
TOWN OF FORTH ANDOVER
MASSACHUSETTS
BOARD OF APPEALS
February 7 , 1984
Mr. Daniel Long, Town Clerk. Peter K. Butler
Town Office Building 61 Russett Lane
North Andover, Mass . 01845 Petition No . 1- ' 84
Dear Mr. Long:
The Board of Appeals held a. public hearing on Monday evening,
January 30, 1984 upon the application of Peter K. Butler. The
hearing was advertised in the North Andover Citizen on January
12 and 19 , 1984 , and all abutters were notified by regular mail.
The following members were present and voting: Frank Serio, Jr. ,
Chairman; Alfred E. Fr_izelle , - Esq . , Vice Chairman; and Associate
;embers Walter F . Soule; Maurice S . Foulds ; and Raymond A . Viven-
zio, Esq,
The petitioner seeks a variance from the provisions of Section 7 ,
Paragraph 7 , 4 and -Table 2 of the Zoning By Law so as to permit
the use of an amateur radio antenna - on a galvanized steel tower
with steel guys , which exceeds the height requirements of the
Zoning By Law in the Residential-2 (R-2) District on premises
located at 61 Russett Lane .
The petitioner testified that he constructed the tower on his
property for his personal use as a liscensed radio operator . The
antenna is 95 feet high and is used for long distance communication.
No puilding permit was issued for the construction of the structure.
Denial of the variance would create a financial hardship due to the
expense he incurred .for construction.
Several neighbors spoke in opposition, citing telephone interference
and poor aesthetics as their reasons .
Peter K. Butler
61 Russett Lane
n
Petition 1-r8
N o. 4
February 7, 1984 FE-5 I0 I
Page 2
Upon a motion made by Mr. Frizelle and seconded by Mr . Vivenzio,
the Board voted unanimously to deny the petition .
The Board finds that Section 10 . 4 of the Zoning By Law has not
been satisfied. Specifically , the Board finds that the petitioner
failed to meet the hardship requirements of the Zoning By Law
and statute and that the tower is not in harmony with the zoning
district in which it is located.
Sincerely ,
BOARD OF APPEALS
Frank Serio, Jr . ,
Chairman
jw
I
I
Received- by Town Clerk :
Date.:, ?`' ,TOWN OF NORTH ANDOVER, MASSACHUSETTS
BOARD OF APPEALS �,S•;::o::�;
Time :
Not! ce : T-hi s application must be typewri tten
APPLI ,T.AN 00V'7 'UTLII�EF FROM THE REQUIREMENTS OF THE ZONING ORDINANCE
Applicant Peter K. Butler Address 61 Russet Lane
1 . Application is hereby made
( a ) For a variance from the requirements of Section 7 Paragraph 7.4
and Table 2 of the Zoning By-Laws .
(b ) For- a Special Permit under Section Paragraph of the
Zoning By-Laws .
( c) As a party aggrieved , --for review of a decision made by the Building
Inspector or other authority .
2 . ( a) Premises affected are land X and building( s ) X numbered
61 Russet Lane Street .
( b ) Premises affected are property with frontage on the North ( X )
South ( ) East ( ) West ( ) si de of 61 Russet Lane
Street , and known as No . 61 Russet Lane Street .
( c) Premises affected are in Zoning District R-2 and the premises
affected have an area of 45,577 square feet and -frontage - of
150 feet .
3. Ownership
I
(a) Name - and address of :owner - (if joint ownership ; give all -names ) :
�P_eter K. & Maria C. Butler
(Xapssaoau s4aags LeuolJtppp asp )
i
71/
2jri oil G ,`nu�`vy�y Yu � �//'
I
'4S poo6s0 6£I .poobso u04X'p0
aup] ap i s6u Lu IoW 5Z uappog p Lo LJ4Pd q WLD L L L IM
n n aueq ap�s6u LuaoW angeuo0 e,ApupS ' up Lu8
.4S a Lp0 ZZ6 4aemags fig4oao0 q P LoapH
•uq ;assns ZZ
Ljsutzsa18 uX'apN q 4LpP1 f
•ui -.assn
1111 d1 nfn- n .•,..
The principal points upon which I base my application are as follows :
( Must be stated in detail )
The present by-laws do not cover amateur radio antennas. For successful
communications, the antenna must be in the clear and at a height to allow
reliable communications. I have been practicing the art of amateur radio
for 30 years and I do not want to interupt my continuous activities.
J_
I agree to_� y for anti si ,,,i n rew:spaper and incidental expensesq�c_ �etit� oner ' s Signature
Sec . 1 APPLICATION FORM
Every application for action by the Board shall be made on a form -
approved by the Board. -These forms shall be furnished by the clerk'.
upon request . Any communication purporting to be an application
shall be treated as mere notice of . intention to seek relief until
such time as it is made on the official application form. All in-
formation called for by the form shall be furnished by the applicant
in the manner therein -prescribed.
Every application- s-hal-l- be - submitted -with a- list of "Par-ties in -
Inter-es-t"_ which -l.i st--_s.hal:l_ ,i-ncl ude . the -petitioner , abutters , owners
of land directly -oppos-i to :on any p-ubl i c or - private street or- way ;
and abutters to the abutter-s within -three =hundred feet of the property
line of the petitioner . as _the:y ._appear.-on - the most recent applicable _
tax-- list , notwithstanding that -the 1 and -of any - such owner is located-
in
ocated_in another city -or town , the Plan-ni ng Board -of the -c'i ty or town , - and
the ---Planning Board of every abutting city or town .
* Every application shall be --subm fitted with an application charge cost
in- the amount of $25 .-00 . In -addition , the petitioner shall be --respon-
sible for any and all costs involved . in bringing the petition before
the_. Board . Such .costs -shal-1 -incl ude _'mai 1 i ng - and -publ i cation -i but
are --not- necessarily limited to- these .
LIST OF PARTIES IN INTEREST
Name Address ---
Ae
✓ Michael & Nancy. Melvin 45 Russet Ln. I
Robert & Ann .Dion 21 Russet Ln
Gayle Mooers 75 Russet Ln.
Gabriel & Sandra Yuil 85 Russet Ln.
NORTH ANDOVER BUILDING DEPARTMENT f AORTof
120 MAIN STREET
NORTH ANDOVER, MA 01845
,SSACHUs��
INSPECTOR OF BUILDIN08 TEL. 888-8102
ELECTRICAL INSPECTOR
GAS INSPECTOR
January 27, 1984
North Andover Zoning Board of Appeals
120 Main Street
North Andover, MA 01845
Gentlemen;
It came to my attention that Mr. Peter Butler of
61 Russett Lane had installed an amateur radio antenna
that exceeded the allowed height for a residential district.
I informed Mr. Butler of the zoning violation (height),
and he is applying to your board for relief.
Sincerely yours,
Charles H. Foster
Building Inspector
CHF:dc
January 20 , 1984
Board of Appeals
Town of North Andover
North Andover , MA
Gentlemen:
My wife and I have no objections to
our neighbor , Peter Butler , having an
antenna in his yard on Russet Lane .
Sincerely yours ,
Gab and Sandr uil
85 Russet Lane
North Andover , MA 01845
CW. (A400
45 gusset bane.
QUO. �ndOVeh, JI�(ass. 01845
70
S ste =ad° 7-0
Igo
0
7
Old-it, jeel
ti.
PROBLEMS IF THE VARIANCE
IS DENIED
1. Unable to effectively use an amateur radio station.
2. Unable to use amateur radio, a public service, in an effective
way.
3. Will not be able to investigate technical matters.
4. Loss of investment in radio equipment.
FACTS ABOUT THE ANTENNA
1. Primary use is for long distance communication.
2. Proper antenna operation requires the antenna to be in the clear
of trees and metallic objects and at a determined height.
3. The determined height is an engineering judgement based on the
following considerations:
A. Radio propagation factors
B. Angle of radiation
C. Surrounding terrain
D. The ability to place guy anchors on the
owner's property.
E. Economics
4.. Antennas supported by guyed steel towers are not unusual for
amateur radio stations.
5. The antenna system described has been erected to establish
design practices.
6. It has survived, without problems, the high winds in December
that reached 80 MPH.
7. It has shown good efficiency.
FACTS ABOUT PETER BUTLER
1. Has the highest grade amateur license - Extra Class.
2. Has BSEE.
3. Has been active in amateur radio for 30 years.
4. Amateur radio has been the determining factor in shaping his
business life objectives.
5. Currently a Sales Manager of a high tech company and sells
specialized antennas.
6. Considered an expert in radio propagation. conditions.
7. Has won several awards.
8. Known by the international amateur radio community.
9. Social life revolves somewhat extensively around amateur radio.
10. I have advised my neighbors of my intentions to gain their
understanding of amateur radio.
i
I
�I
f
�I
i
L.
�,'•/"✓
r'
..� • �
r. s.' / l
ti
l• �
•n jIt
PROBLEMS IF THE VARIANCE
IS DENIED
1. Unable to effectively use an amateur radio station.
2. Unable to use amateur radio, a public service, in an effective
way.
3. Will not be able to investigate technical matters.
4. Loss of investment in radio equipment.
,'Ax,�" W`3yr':i?yua,�.".. '.'t". !` y '3a a•'} :i
1 evening, but may extend almost around (observed from the ground)as result from into wnat are Known as the ordinary
the clock at times. The highest frequency the gradual bending that actually takes extraordinary waves,fOF2 and fxF2 in*
for ES is not known, but the number of place. It is given several names, such as ionogram. This helps to explain the
opportunities for using the mode drops group height, equivalent height, and virtual dispersal of plane polarization encotps, e
off rapidly between the amateur 50- and height. tered in most ionospheric communicb. f
144-MHz bands, whereas 28 and 50 MHz The virtual height of an ionospheric tion.' `
are quite similar. layer for various frequencies and vertical Sudden marked increases in sopa
The greater the intensity of ionization incidence is determined with a variable- radiation,such as with solar flares,trigtw
in a layer, the more the wavepath is bent. frequency sounding device that directs instantaneous effects in the F, E and D
The bending also depends on wavelength; pulses of energy vertically and measures regions; slightly delayed effects,mainly is
the longer the wave the more its path is the time required for the round-trip path the polar areas; and geomagnetic effe¢pi,
modified for a given degree of ionization. shown in Fig. 3. As the frequency delayed up to 40 hours.
Thus, for a given level of solar radiation, rises, a point is reached where no Onset of the D-region absorption
ionospheric communication is available energy is returned vertically. This is usually sudden, lasting a few minutes to
for a longer period of time on the known as the critical frequency for the several hours, leading to use of the terns :0.Z
-:ec=
lower-frequency amateur bands than on layer under consideration. A representee- SID (sudden ionospheric disturbanoe�. :,1e dc
those near the upper limit of hf spectrum. tion of a typical ionogram is shown in Fig. Shortwave fadeouts (SWFs) and Slth
The intensity and character of solar 4.4 In this sounding the virtual height for exhibit wide variations in intensity,dura.. l`. P,'(
radiation are subject to many short-term 3.5 to 4 MHz was 400 km. Because the tion and number of events, all tending to
and long-term variables, the former still ionogram is a graphical presentation of be greater in periods of high solar activity, :on:on os,:
`
predictable with only partial success. wave travel time,double-hop propagation
appears as an 800-km return for the same Radiation Angle and Skip Distance -.his
Absorption frequency. The critical frequency was just The lower the.angle above the hotiz" under
In traveling through the ionosphere, a over 5 MHz on this occasion.Such a clear at which a wave leaves the antenna,the .:adin.s
radio wave gives up some of its energy by F-layer ionogram is possible only under less refraction in the ionosphere or 'roup'
setting the'ionized particles in motion. magnetically quiet conditions, and at troposphere is required to bring it back, absor:
When moving particles collide with night, when little or no E- and D-layer or to maintain useful signal levels in the exact
others, this energy is lost. Such absorption ionization is present. case of tropospheric bending.This results rnult:-
is greater at lower frequencies. It also in the emphasis on low radiation angles* iower
increases with the intensity of ionization, Effects of the Earth's Magnetic Field the pursuit of DX,on the hf or vhf bands. modus
and with the density of the atmosphere. The ionosphere has been discussed thus Some of the effects of radiation angle aiwa,.
This leads to a propagation factor often far in terms of simple bending, or are illustrated in Fig. 3. The high-angle :ion`
not fully appreciated: Signal levels and refraction, a concept useful for some wave at the left is bent only slightly in the -ion is
quality tend to be best when the operating ionosphere, and so goes through it.TM -%.ide
frequency is near the maximum that is 'Davies, "Ionospheric Radio Propagation," NBS ;iQnal
Monograph 80, out of print. Available in some wave at the somewhat lower angle is just
reflected back to earth at the time. technical libraries. capable of being returned by the iono• than
sphere. In daylight it might be returned the i
via theE layer. Its area of return from the the di
F layer, R2, is closer to the transmittting
point, T, than is that of the lowest-angk Fadin
wave. If R2 is at the shortest distance
where returned energy is usable, the ata T"
between R 1 and the outer reaches of the olio
ground wave, near the transmitter, is differ
called the skip zone.The distance between :he re
I t `y' ' l R2 and T is called the skip distance.The Je gt
�` i� I distances to both R1 and R2 depend on. :omf
the ionization density,the radiation angle •eat"
at T, and the frequency in use. The "a'`
air-rr:
maximum distance for single-hop props•
ag-
gation via the F layer is about 2500 miles Cha
r;
(4000 kilometers). The maximum E-lays Cha
F2 MAX F2 single hop is about 1250 miles (2000 term
E`" �`" 4000 ICM phen
000 --__ kilometers).
T 2 R3 _� - ; mad;
E �\ R4 The maximum usable frequency (muf)
for E-layer communication is about three
IONOSONDE TANGENT E
times the critical frequency for venial riaus!
EARTH return, as in Fig. 3. For F-layer propaP- latte-
tion it is about five times.
path
Fig.3'—Three types of ionospheric propagation.Sounder,left measures virtual height and Multiple-Hop Propagation fregt
critical frequency of F2 layer.Transmitter T is shown radiating at three different angles. Highest On its return to earth, the ionosphericsl- arri
passes through the ionosphere after slight refraction. lower-angle wave is returned to earth by disto
the E layer,if frequency is low enough,at a maximum distance of 2000 km.The F-layer reflection Call-
returns at a maximum distance of about 4000 km,depending on the radiation angle. It is shown incre
traversing a second path(double hop)from R2 to R4,the latter beyond single-hop range.The side's
lowest-angle wave reaches the maximum practical single-hop distance at R3. 'See reference 4.
18-3 Chapter 18 `
-i
oSGoc��
30,
N o2iH
r
A \
GAY vJ 1
/T7
N �
E:l
c
c:::D
E:D
�USS� ESQ` � Moo�nS yu1l�
WINK
l3LE-Lt1,—r,t
L7
� f
i�
l
Ile/
a�
PJI
i
i
Cpd-. ESS` 3�tZ w ►Nb �12Efl
c� �.
EIP ty
i
T�
a Z' a,D , to
� r
� i
5 7C-CL
y
461
� S
CaNCt-'-r.4 � Cot�CC2.E'T�;.` Ayr
General-Purpose
R
®
Communication cation or
Heavy-Duty TV Tower
HOT DIPP"ED GALVANIZED
ROHN superior engineering means advanced design—this results in the BEST tower
for the needs of today! The No. 25 represents the ultimate of all towers of this type
? as it even further advances the already famous ROHN line. This isroved because
here is a tower at least 33%stronger and more durable than similar sized and similar �
t type towers found on the marker today. At the same time, the ROHN production
system means lower costs—giving you a rower actually costing LESS than inferior tow-
ers. So why not get the best—ROHN. Study the No. 25 carefully and you'll agree.
These Outstanding Features Make ROHN No. 25 the BEST
Of any TOWER!
• UNEQUALLED STURDINESS—
I
/ Extra heavy-duty heavy 1
} h } gauge steel tubing of 1 /a used for side rails, resulting in far
greater strength.and sturdiness than ordinarily found in this size tower.
e
The strength of the No. 25 allows it to be self- able to heights of 200 feet! The engineering de-
supporting provided a house bracket is used. partment suggests you inquire regarding special
Tower can go 35 feet above such bracket under antenna or conditions for complete recommenda-
normal conditions. (See instruction sheet.) tions of using the No. 25 as it will satisfy a
Under most guyed conditions the No. 25 is suit- tremendously wide range of tower needs.
• PROVEN DESIGN— • FINEST OF FINISHES—
Uses a 121/2" equilateral triangular design with Available in famous ROHN Hot Dipped zinc
solid steel "zig-zag" cross-pieces entirely electric galvanized permanent finish—the most durable
welded and fabricated by precision machines. coating ever known. Forever rust-proofs and
The No. 25 has 8 "zig-zag" step per 10' section gives an always attractive appearance. Every
for more than usual strength. inch, including inside of entire tower, evenly
and completely covered with zinc fused to the
steel after fabrication.
• SUPERIOR STRENGTH—
' No. 25 uses ROHN Superior strength has always been foremost in ROHN towers. This is achieved by
double-bolted joint— setting rigid high standards for the steel used. These standards are constantly
ST Way
to join towBEsectionsproved the maintained by scientific testing according to accepted laboratory procedures so
together for sturdiness quality never varies. It's a natural conclusion that when quality ingredients are
and.dependability. combined with precision manufacture and proven design the result is a BETTER
product!
NOTE: Assembly bolts and nuts are located within I leg of each tower section.
TO ORDER SEE REVERSE SIDE
Designed and Manufactured Exclusively By—
M
TOWER SPECIFICATIONS
(o
DISTANCE BETWEEN SIDE RAILS0,,
(CENTER TO CENTER) 44 fh
OVERALL LENGTH OF SECTION 101-0"
WEIGHT PER SECTION 40 LBS. BAYS 15% EA.--- 16314 -18"— U
SIDE RAIL DIAMETERANDGAUGE 04/"O.D. I6 GA.
CROSS SECTIONAL AREA - ONE LEG .2420 SQ. IN.
GROSS ALLOWABLE VERTICAL LOAD ON 15.540 LBS. v -<C.A.
THE BOTTOM TOWER SECTION 8 25AG-2\-2/� OD 14GA.
4
MAXIMUM ALLOWABLE AXIAL COMPRESSION 5,180 LOS. PLAN 9/_ol/ --w 8�_011. I I O.D. THICK
OF -THE CROSS SECTION OF ONE SIDE RAIL 2 O.D. 6GA - I
94 10
—MEASURED--TENSILE-,-STRENGTH OF ONE 16.12 0 Las.
SIDE RAIL
T
'4
MEASURED 'TENSILE STRENGTH OF ONE 2L5AG
AG-4
BOLTED 13,280 LBS.0 LEG JOINT DIA.
4,1'11 /-1!4/ STD PIPE 8 -5/2 3
MAXIMUM ALLOWABLE TENSION IN SOLID 2 14GA.
EACH BOLTED LEG JOINT 5,310 Las. 12/ ,-/ -
4 N.PT
SAFE MOMENT OF RESTRAINT 4,210 FT.-LBS. 1%4 O.D. J��5�AG-I
L- UNBRACED LENGTH OF SIDE RAIL 15341 If TUBE )�TYPICAL
9
(DISTANCE BETWEEN CROSSPIECES) I-4/1 // X24 O.D. 14GA.
OF GYRATION OF- SIDE RAIL .420 ELEVATION 2 12 NOTE SPECIFICATIONS OF TOP SECTIONS
L/R_FOR MAIN LEG MEMBER 37.5 ARE SAME AS SECTION NO.25G
WIND LOAD PER LINEAL FOOT OF TOWER EXCEPT AS NOTED ABOVE.
AT THE HORIZONTAL WIND PRESSURES WELD DETAIL 25AG-3
(PER SQUARE FOOT OF FLAT SURFACE) SCALE 3"-1'
LISTED BELOW:
30 LBS 7.62 STANDARD TOP SECTIONS
40 LOS 10.16 SCALE 3/1 1/
50 LOS 12.70
101-o"
7_1"/, 3-7-15 15 a ----j—15%----j-15%47-15% 15 Y, I SWAGED
NN \V
Fl!/2
Ll>
64DIA. a SOLID ROD 1% O.D.-I6 GA. �l 17 Y64 D I A.
2464DIA. \_SEE WELD DETAIL D I A.
NO.25G SECTION
3- 1/4" DIA. X I V2" LG, NF BOLTS SCALE 1/2
1 "= '
IREVISED 4-20-67
3-S46" DIA. X 1 142" LG., NF BOLTS DRAWN IfAz CUSTOMER TITLE
CHECKED 6Mk MODEL 25 TOWER
APPROVED SECTION
NOTE: ALL DIMENSIONS IN INCHES EXCEPT AS NOTED DATE6-25-63 ROHM* MANUFACTURING CO. DRAWING NO.
SCALE-NOTED PEORIA. ILLINOIS C-630625-R
I A aw-
-VILO-V9-:)
J 0
GENERAL DATA w cr < Z o
L LJ
z <
Lu
w rc (D
TOWER MODEL "
P
O
NO.25 NO. 45 NO.55 NO.60
- Z
MAXIMUM ? .
TOWER 200' 300' 400' 450' J
HEIGHT z
MAXIMUM a
Lo GUY 35' 40' 50' 60' z
d SPACING p
O
(7 311 3 ii I n Sii
GUY �H.S. I6 E.H.S. 4 H.S. I6 H.S. •
W
WIRE 311' iii 1// 3u W u • z
SIZES I6 E.H.S. 4 H.S. 4 E.H.S. 8 H.S. a W W N z
> r
U C W J
Q.
N MAXIMUM o u a o W
TOWER 180' 240' 350' 400'
wa HEIGHT
vi MAXIMUM
J cn GUY 30' 35' 45' 55'
IZ SPACING
!o It Iu
Q GUY4 E.H.S.
0 WIRE 16��E.H.S. 4n H.S. 5u $riH.S.
SIZES 16 H.S.
Z MAXIMUM
r TOWER 150' 200' 300' 330'
t HEIGHT
vii MAXIMUM GUY 25' 30' 40' 50'
i IZ SPACING
O
to 3°
GUY I6 Ia I ° 5u E.H.S. 4 H.S. 4 E.H.S. 16 E.H.S.
WIRE „ ii ,� 3u
R SIZES 4 H.S. 4 E.H.S. I6 H.S. S H.S.
t
ALLOWABLE LATERAL 180 LBS. AT 3OPSF 240LBS. AT 30PSF 300 LBS. AT 30PSF 360LBS. AT 30PSF
THRUST AT MAXIMUM 240 LBS. AT 40PSF 320 LBS. AT 40PSF 400 LBS. AT 40PSF 480 LBS. AT 40PSF
TOWER HEIGHT 300 LBS. AT 50PSF 400 LBS. AT 5OPSF 500 LBS. AT SOPSF 600 LBS. AT SOPSF
EQUIVALENT AREA OF 6 8 10 12
ABOVE THRUST, SQ.FT.
k
7u 7u 7u 71/
1DIA.DIA. I— S DIA. I— 8 DIA. I— 8 DIA.
TRANSMISSION LINES I�� I�� I�� I��
I— 2 DIA. I— 2 DIA. I,— 2 DIA. I— 2 DIA.
'I ALLOWABLE STATIC
i
TOP LOAD AT 200 300 500 600
MAXIMUM TOWER
HEIGHT, LBS.
THE ABOVE SPECIFICATIONS COVER ONLY A SMALL RANGE OF TOWERS. FOR
TOWER LOADING REQUIREMENTS NOT GIVEN ABOVE OR ELSEWHERE IN THIS
CATALOG, CONTACT OUR ENGINEERING DEPARTMENT. t
E
:a
4'
SPACE /PEO U/REO 1�
TowER D/MENS/ONS, FT' �I �. O
/YE/GNT FT. S/DEA S/DEB �� `
I
30 ,so �
40 70 6o /10
5T) BO 70
60 45 9s SO
70 /OS 90 BASE P/fQ
90 /1S /0-f-
90
OS90 �/.30 //S � 7
/00 /Sp /30
//0 /60 /4o
/10 /7S /SS
/30 /9.5 /60
/40 ?0.S /7S
0.
/SO 120 /170
/60 130 _ zoo
/70 2-4S-
78o
4S/90 2SS 110
/Yo 2zs 2aS
100 2YO 1S0
2/0 300 160
220 3/5- 27-1-
.0,10
7S130 .325 290 A CNOR ROO-"--- PONT AT WN/CN ANCNO,e
.POO lNrE,rS THE EARTH
140 34S 300
1.50 360 3/0 CONC.flTF ANCHOR JLOCK
160 370 320 \
270 365
33S
290 39.5 340
190 4/O 360 g
300 430 370
3/0 440 3617
320 453- 391-f-
330
9S330 46S 400
340 490 4/S
3S0 SOD 0 NO 7---S:
.360 SOS 440 /J AMPLE gL[OWANCE HAS BEEN MADF
.370 SIS 4cs'S FOR C2JNC'RETE ANCHORS��(/r O/MENS/ONS SHOWN qfE FOR '
.380 S3S ¢�j- O/STANCES SHOWN ON OWo, NOS. TOWERS SHOWN ON DWC.NOS
390 SSO471-- C-640603 TNROO4-N C�640674 C-L4060,7 rN.w�N C-6406/¢
DO NOT/NCL UO.F CbNCR.rTE gwvwoey).
401 S71 490 2)�PEFER 7-0 /NO/✓/OVAL 6-Vr CNgRT3
4/0 S7.S SOO FOR 6uY/NG DETA/LS.
4zo 59S "1 10 DI-7./Vo. C-610643-R
430 600 3"10 FOR DETA/LS OF coNce TE gNCNOR
440 620 S.3S BL o &.5.
47aI-OEFER Dwc./Uo. C-6/062/ FOR
460 63S 5.50 DET,q/LS OF CONCRETE BASE RR.
y SJiPEFER To DWc.No.C-620647-R
�F SEF NOTE 1,V7- R/!�-NT FOR DETA/LS OF ANCHOR RoO, DRAWN AFD TITLE
CHECKED ck spq CE
APPROVED))I!;(. /PERU/PEME/VT
DATE 7-1/-64 ROHN MANUFACTURING CO. DRAWING NO.
SCALE NONE PEORIA. ILLINOIS
C-4 0,5-,31
NOW` '' ' ffmmwA ----
.4
W'
B
M
e, 3:.'''
71
r
_-12`O.C.
A 'I •
6' _ GROUND LEVEL -
�.i_ii_• r u=iii-ui_ _
E 45-EACH CORNER
_a `,.
. I
'`•, ' ... #4-12" O.C. EACH WAY
-
D o
CONCRETE BASE DETAIL
CONCRETE BASE SCHEDULE
Y
`CB' DOWNWARD CONCRETE DOWNWARD DIMENSIONS
FORCE FORCE
NO. "F; LBS. CU.YDS. LBS. °FT, LBS. A B ! C D E
I
1 14,040 .52 1,960 16,000 2'-0" 2'-0" 0" 0"
2 21,940 .81 3,060 25,000 12'-6" 2'-6 0"i 0"� 3'-6"
p 3 32,310 .98 3,6901 36,000 2'-6" S-0" 3 6" 3'-6"
4 44,060 ! 1.31 4,940 49,000 2'-6"1 3'-6" 6"i 8" 4'-4"
5 58,260 1.52 5,740 64,000 �� 2'-6" 4'-0" Y"i 1'-01,I 4'-0"
6 74,180 1.81 6,820 81,000 12'-6" 4'-6" 1'-0"i 1'-3111 3'-9"
7 89,640 2.74 10,360 100,000 1 3'-0"l 5'-0" I'-0"; I'-3"1 4'-9"
1 8 108,980 3.18 12,020 121,000 3'-0" 5'-6": 1'-3" 1'-6" 4'-6"
9 130,130 3.67 13,8701 144,000 3'-0" 6'-0 1'-6" I'-8" 4'-4"
10 149,980 5.03 19,020 169,000 3`-6" 6'-6"( 1'-6" 1'-8" 5'-4"
11 172,610 ( 6.19 23,390 196,000 4'-0" 7'-0"; 1'-6"I 1'-8" 5'-4"
12 198,050 I 7. 13 26,950 225,000 4'-0" 7'-6"• 1'-9"j 2' 5'-0"
13 223,500 8.60 32,500 256,000 4'-0" 8'-0"I 2'-0"1 2'-2" 5-10"
14 250,520 10.18 38,480 289,000 4'-6"I 8'-6"j 2'-0"j 2'-2"
15 278,990 1 1 .91 45,010 3 24,000 Y'-0" 2'-0" 2'-2" 5'-IO"
ABOVE VALUES BASED ON SOIL BEARING PRESSURE OF 4000 POUNDS PER
SQUARE FOOT.
1 DRAWNR,KITTLE CUSTOMER TITLE
cmrcKED Ef'(1\ CONCRETE BASE
APPROVED dlxi SCHEDULE
I ADDED RE-BARS U-67 R.K.DATE Nov 1a 1967 ROHM MFG. CO. DRAWING
NO.
„�,„�„ SCALE NONE PEORIA,ILLINOIS C-610 VZ F-A
L ,
r/i-r//_arl ILrr._m_ _//.'-n:\rr-///=/r/_r//_r/r>rr/_/ir-
.\ D
\ D
C C
s.
/ C
2'* A --� �----B---�
2.-'T-I: -A --
ANCHOR DETAIL FOR GAC-25
ANCHOR DETAIL FOR GAC-34-57-58-59
OR GAC 56 SEE DW . N0.
NOTE' REINFORCING RODS ARE RECOMMENDED TO BE USED IN ALL ANCHORS. RODS SHOULD HAVE
A MINIMUM DIAMETER OF 1/2' WITH A MAXIMUM SPACING OF 12~.
CONCRETE ANCHOR DATA
DEPTH ROD BLOCK ANCHOR DIMENSIONS,FT. WEIGHT CONCRETE HOLDING
D,FT. NO. NO. A B C LBS. CU. YDS. POWER, LBS.
3a 1.5 1.5 1 310 .08 1,810
3b 2 2 1 560 .15 2,640
3 GAC-25 3c 2.5 2.5 1 870 .23 3,630
3d 3 3 1 1,260 1 .33 4,800
3 e 3 4 I 1,680 .44 61050
4o 3 3 1.5 1,890 .50 7,000
4b 3 4 1.5 2,520 .67 8.500
4 GAC-34 4c 3 I 5 1.5 3.150 .84 10,400
4d 3 I 6 1.5 3.780 1.00 12,000
4 e 4 6 1.5 5,050 1.33 15.200
4P 5 6 1.5 6.300 1.67 18.300
6a 3 4 1.5 2.520 .67 20,100
6b 3 5 1.5 3,150 .84 23,200
6 GAC-56 6c 3 6 1.5 3.780 1.00 26,300
6d 4 6 1.5 5.050 1.33 31,700
6e 5 6 1.5 6,300 1.67 36,600
8a 3 5 15 3,150 .84 44,300
BID 3 6 1.5 3,780 1.00 49,400
8 GAC-57 8c 4 6 1.5 5,050 1.33 57.000
8d 5 6 1.5 6,300 1.67 64,500
Be 6 6 1.5 7,550 2.00 72,100
10a 3 6 1.5 3,780 1.00 83,500
10b 4 6 1.5 5.050 1.33 94,100
10 GAC- 58 10 C 5 6- 1.5 6,300 1.67 104,800
10 d 6 6 1.5 7.550 2.00 115,200
10 e 6 8 15 10,080 2.67 136.400
12 a 4 6 1.5 5.050 1.33 144,800
12 b 5 6 I.5 6.300 1.67 1 158,700
12 GAC-59 12 c 6 6 1.5 7.550 2.00 172,500
12 Cl 6 8 1.5 10,080 2.67 200,500
12 e 8 8 1.5 13,440 3.56 233,200
DRAWNM.BUENDIA TITLE
CHECKED ck DETAILS
OF
APPROVED YD+9/` CONCRETE ANCHORS
DATE 7-22-64 ROHN MFG. CO. DRAWING NO,
REVISED AND REDRAWN 7-22-64 SCALE NONE PEORIA,ILLINOIS C-620643-R
BEND TO GO AROUND
DIAGONAL BRACE ON
TOWER LEG TOWER
TYPICAL
GUY BRACKET ASSEMBLY '
FOR
INNER BRACE NOT 50 55 56. & 60
GUYING ASSEMBLY USED ON NO. 2s No. 25, 45. ,
TOWER GUY TOWERS
Specially made guy bracket for ROAN towers using BRACKET
••%tg ""/.ag" design. Makes guying easier and better.
Take,
strain off of tower legs and allows equal dis-
tribution of pull throughout bracket.
C7 .TORQUE ROHN MFG. CO.
0 BAR PEORIA, ILLINOIS
m OTE:
Ut NGUY BRACKET
TORQUE BARS ARE NOT USED ON TOWERS THAT ASSEMBLY
-_
6 HAVE GUY INSULATORS WITH CLEVIS ATTACHMENTS.
C-oentio JAN.1 0
NOWy� - R.
Height Zone (above ground)
Loading Zone
A B C
Portion of tower 300 feet and under 30 40 50
Portion of tower 301 feet-650 feet 35 48 60
-_ Portion of tower over 650 feet 40 55 70
1--- i
l
xt
111
::::>!!;`"......µrt:,:rrti• Mme••::::;. :.
l
J I •,
CHART 1
;----- Wind Loading Zones
r
E ect onic
Industries
:: ::::::: :::: :: Association
22-
l __\ Standard R S 2 A
N
�
OTE: l
[� Zone A See Table 1 for Zone
Zone B Boundries Listed by
Zone C State and County
Location of wind loading zones based on 50 year mean recurrence interval chart from distribution of extreme winds in
the United States by H. C. S. Thom published in the proceedings of the American Society of Civil Engineers. April 1960.
120
IMPACT PRESSURE
AT TRUE WIND
100 VELOCITY BASED
N UPON
a E.I.A. SPECIFICATIONS `
z
W
80 -
mg
0 r W
a 60
nQ. ROHN MFG. CO.
40
-�. _ _ __ _ r _ _ _ __ _ ^ _ PEORIA. ILLINOIS
SHEET NO. G-3A
20 -
60 80 100 120 140 160 180 200
WIND VELOCITY , MPH
TRUE WIND IMPACT PRESSURE. TRUE .WIND IMPACT PRESSURE,
VELOCITY. MPH LBS./SQ.FT. VELOCITY, MPH LBS./SQ.FT.
70 19.6 130 67.6
` 70.7 20.0 132.3 70.0
Y
75 22.5 135 72.9
80 25.6 140 78.4
r 85 28.9 141.4 80.0
86.6 30.0 145 84.1
90 32.4 150 90.0.
. 1 .
95 36.1 155 96.1
100 40.0 158.1 100.0
'Aim 105 44.1 160 102.4
110 48.4 165 108.9
r,
111.8 50.0 165.8 110.0
Ri
115 52.9 170 115.6
120 57.6 173.2 120.0
122.5 60.0 175 122.5
SPECIFIC REQUEST
To allow P. Butler to use an amateur radio antenna supported
by a guyed metal tower at a height of approximately 95 feet
above the ground.
i
January 20 , 1984
Board of Appeals
Town of North Andover
North Andover , MA
Gentlemen:
My wife and I have no objections to
our neighbor , Peter Butler , having an
antenna in his yard on Russet Lane .
Sincerely yours ,
Gab and Sandr uil
85 Russet Lane
North Andover , MA 01845
MAS a'ACHUSETTS UNIFORM APPLICATION FOR PERMIT TO DO GASFITTIN' G �
- (Print or Type)
Date /.`)
NORTH ANDOVER Mass. /q
s 14uila"Ing Location � ) 19 v 55 l-'L /'FIs,d l Permit #
Owners Name
New -j],Renovation Replacement p Plans Submitted a
FIXTURES
Y W N
Z Q �,
ut
Lu rn
Go w a x w
d CI N F 4 W O O O W t_
tt m d w W F- y a st 4
N a to t3 V W x .d7 x 4 =1010
�' W
o I-- 2 j P z H W W t7 O > U.cc 19 Ir- H W 1 t'! W
z 4 W G cc .. t' Y- N m = O z W O 0x
Q rr > C W O z d tt: c < O O W O W i.-
:M
:M a O .i o > a a l- o
SUR—BSTAT.
BASEMENT ,
IST FLOOR
2ND FLOOR
3110 FLOOR
4TH FLOOR
STH FLOOR
6TH FLOOR
7TH FLOOR
STK FLOOR
(Print or Type) Check ne: Certificate
Installing Company Name ' 1 w)A �� � �r Corp. )9-113
Address `j'jF&"A(Z- - -Z54fe= � � � Partner.
�1r0 Er,14 I 4-4L4L IV A SS- 6-IL-10 Firm/Co.
Business Telephone:
Name of Licensed Plumber or Gas Fitter 0( A E
Insurance Coverage: Indicate the type of insurance coverage by checking the
appropriate box:
Liability insurance policy 'Other type of indemnity Q Bond
Insurance Waiver: _ I , the undersigned, have been made aware that the licensee of
this application does not have any one of the above three insurance coverages.
Signature of owner/agent of property Owner F] Agent
I hereby certify that all of the dcuils and information 1 have submitted(or entered)in above application are true and accurate to the best of my
knowledge and that all plumbing work and installations petformcd under Permit isseed for this application will-be-in compliance with all pertinent
provisions of tho Massachusetts State Cas Code and Chapter 142 of tho Genual Laws. "
YPE LICENSE:
By . Plumber
Title sfitter S gnature of Licensed
City/Town: ..aster Plumber or Gasfitter
Journeyman '2/"7,
APPROVED (OFFICE USE ONLY) License Number
Date.. . .. .. . .............
Cf N0,rN TOWN OF NORTH ANDOVER
0 �;, PERMIT FOR GAS INSTALLATION
s � a
,SSAC MUSES
i
This certifies that . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
has permission for gas installation . . ... . . . . . . . . . . . . . .. . . . . . . . . .
in the buildings of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
at . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . North Andover, Mass.
Lic. No.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
GAS INSPECTOR
''Y:Building Dept. PINK:Treasurer GOLD:File
&ORTH
O�tt�ac �,ti0
3: • OL
A
F 9
1ss"ACMUS�t
TOWN OF NORTH ANDOVER
MASSACHUSETTS
BOARD OF APPEALS
TO All applicants and Parties in Interest
FROM Board of -Appeals
SUBJECT : Board of Appeals Meeting - January , 1984
DATE January 12 , 1984
The January 16 , 1984 Board of Appeals meeting has been re-scheduled
for Monday evening , January 30 , 1984 at 7 : 30 p . m . in the Town Office
1
Meeting Room due to the holiday .
The - enclosed-_ l.ega.l-..noti=ce=-r_eflects.- -.th.i.s chan.ge .: The --Board--apologizes
for any inconvenience this - change -may have -caused .