488 HIGHLAND AVE - BUILDING INSPECTION (2) ,
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PUBLIC PROPERTY
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CTTY OF SALEM
PUBLIC PROPRERTY
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Worlcen' Compematios Insunnee AtYldwIt: Bnilden/Coatracton/Electricirn�/Ptumbert
aonlicant Informafion Please Priet LeBiblv �
Vame iiiuvn�+nriaui���a�l: �I���1 C�n^ ^^ �- LL ( �l �••� �ittCA2t7�
.A�fdreas: � -SIr � Gn celv�` 1�r .
C�iy�S�acclZip: � �a Ng . M A- d aS3..3 i�hone u: SUZ- B 3 3 —� oS�
,��c y a�empby�2 CAae�tM appropria4 So�
'nw orProl��(n9Wr.a).
1. I:ua a empbyar wi�� 4. Q 1 am a Ycn�a1 coutnewr and! 6. �n'ew conun�etion
trnpiuy�rox(full ymYw p:weinu).• have hircJ rhe sub-ewurutors
?.0 I am a sok proprictor or p�rfna- Iined oe dre ataehed sl+ca. � �. ❑Remodelin�
ship and have no emplay�.ror '!hw�+beonaaewn hrw 8. �Demolitioa
worl�ina Pw mc in uny capxicy. worken'oomp. insuronoa q, �������•rddition
(no work�Ta'cwnp. inwranee 3. Q We aie a coryoratiGa�urtd ib lO.Q Elcetrieal rcpaia oc addicions
nquired] o�art luve excreirwl theit
3.� I am a homeownc cloinQ all worlc rig6t of eaemption pa MGL 11.0 Plumbing rcpaicx or a�Wition�
myxlf. [t+o woAw:rs'comp. c. 152.§!(4�aad we have�ro 12.Q Ruofnpnitn
insurance requircd.) � �mpbyeea. (A'o workers' 13.Q OU�er
comp. in.wnnce mquirwLJ
'Mq.ppACatl IM CIk�Ck�b0�II Altlq�1f0�ill Wt IIM f6c1iu01KbMl�OOMiO�ldpf WM�YA�NIYPpIW{iMl Py�Ky iObM/Ip1i06
'1�aa�w.�wn w�o�uEa�i�Mis aflld�vu indiwin�Mwy an duiy�dl wwk and�4m A4o ow�id�eaprae�as'mw.uMnu a owr a11L6vd ilwliariny w.�.
�C..uravws�hr chslt dw!mi nwt anaehtl aa aWabrl+�Aw�.Ao�ruy Mrt nana of�M�aad�heir�rurk�n'cv�V•OdKY Mfbnna�hr.
I um un cn�ploytr that lr provlding worb�'romOenwdoa Lun�ance jor�ny emp/uytes. B�/ow J:the pa/fcy und/ob rlf�
in/u�watiwa 1
IM1.urrnce Company Vamr. �Yc,vi�� . _S1�t� Tr�5v�a� Ce C�N+PG.r�
Policy M.x Self-ins. Lic.ri: ��,'A _.. __ Expir.uion 6rce:�7 a�
l�b�itc Adilrcas: � r+V - A O ��I � l�'hC 'Ci yiSiatuZip:. . C P�'L� M D�� �ci
�nxh r cupy of�h�workcn' compcmatlon pu�tcy declar�Non page(s6owlnR the poUey numbcr and e:pir�Nua date}
1�•rilurc w x;cwa coverrQe ss«quircJ undcr S�xtioa?SA uf�tGL c. 132 esu tead ro rhe impo�i�ion ofcriminal penatties of s
ti ne up to S I,SOO.f��nJ/o►one-ytar irnpris�mincnt,��N�;ll;u�ivil panaltics ia iAc form of a STUP WORK ORDER and a fine
,�f up ee 5350.00 a Jay��inal du vi�lawe Ile advivcd tAut a cupy uf this stetcuu;nt muy be CurwarJed io the Ul�ice uf
IIl\'C.11l��ll�)Ilf JI IM� DI� TOf I115Yf]CiC�OOC(:I�L'\'CfIF1�d1WD.
/Ja hua•b)r.ni/y uuJar thr pui' u i nu kr uj nry/h ihr i��/'arm�t/an proriJed ubow it uat unJ rorrrcR
tii��:r.irurer _ . . ��. . �'Z �p p'�
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U/JJriaJ art ux/�c Do eo!wrlit/a/kb orea.m bi cu�rp/un/by dry orloww o�i•!aL
Ci�y or"foan: _ . Permitll.kease N —_ _, _ _ .
ls�uin�Aulhuri�y (circla ouc):
�. IIu�rJ uf IIral�h 2. tluilJin� Dcp•rrcmeot ]. Citylfoan Cterk 1.Electric�l Inspccror 5. Plumbin� lnspeceor
G.A�hrr
C�nua¢t Pcrsou: --- Phonc p•
Informat�on and Instructions
htaauchu+eas G�^r��ws chapar 132 requirea ril employets ro provide worlceti compenaation for drcir empbyeea
Pucsuan�w�his awnua����!'K is defined as"...evaY P�rwn ia che secvice uf anaha uu.fa any convaa of Airs.
aapcess ur impli�d.unl ot writted"
�n erpfo�w is detieed u"as in�vidu�4 P�on�Aip.a�4°0T01irion ar other t�at anary.or'aay two a mae
. n )
of�he fuagoin�enga�od in a joint eiue�prita aod ioclu�tiry{tde le�al repretenutiva ota deee:ued emPloya.or
recaiver or uusrce o!yn iudividu+�.P�P.auocittiou or o�hac te�al oudtY.�DbYai���Yees. Hoaevcr cde
uwner of a dwellia�haus hivins not moee esm�ea aporone�aod who resida t�ereia.ar ihs oavpaM of dr
dwc��i�yl h°us°of aoothet who a+�PbYs P�rsoos m do maiacenraca.awatrucua►or repnir work oo wcA JweUia`housa
or on�he grounda or buildina appurteeam tbaew s6at1 aa beeause otweA employment be deemed w be m employu.»
1�iGL clr�pcer t 52.4�(6)aIw staces�hut"wery stW or beal lke�shs ase�ty s�all witi6etd tN Issuuee or
re�ewal ot�1{eew or permlt to opsnb�susfua or b eo�truet hn{WiuO I�tA�commo�we�lti fer asy
rpOtlesY wM tas�ot prodee�d ueaphblt avids�e�o[eoepUa�ot wtt►tYt Insura�et eovera�t requireA."
:1Jditiuealty.MGL chap�er 152.�23C(71 woes"Neither tAe conunonweadA nor mY ot its politieal wbdiviaoo��lull
rn���y��f���{���'public worlc unril acceptable evideace uPcomplimee wieb the inwrance
rcquiromnnu o[t6if a6uptar have been presanud w t!rc cononetins autRaity."
ppplfeann
Please fill out the arorlcen' compensacon af�iitavit compkoely.EY ehecicm;cha boxa�hat apply w your situadou and.if
necessosy.aupp�Y�ud�onaac�oe(�)°�(+��a)7°d pbOaO°wnber(a)atany with cheir certificace(y of
insurance. Limired Liabiliry Companiea(LLC7 oc Limited Liabiliry Parn�enhips ILLP)witd ao anployxs dher�han the
membas or pnctnen.�e not Kquircd to cazry worfcm' eompensation iatura+�ee. It an LLC or LLP doas hsva
employees.a policy is roquired. 8e adviaed dut�bis stFdsvit may be submitted co t6e Deparmien�of Indusaial
Accidenra for con�on of insu�an�Q�°��e• '�O���e to yl�o and data 16e vfffdavf� 11is atFidovit shoWd
he retumad to the city or mwn thac the application for the petmit or licenae is bein$requested o�� ���of
lnJuraiut Ac�i�nu. S6ould you hsve any que+du°+K�ard�g�1�w ot if you are roquired w oMain u worken'
coinpensuiva policy.P�ull dte Depaemunt u�he numbar listed below. Se1P-insund companies sdould eaur che'u
.elf insuraaee licenee number on the app .--''.i...�e line -
Clq o�Tow�OfAelab
Pkax 6c wcc thac che affidavit is complrte and printed Icgibly. ?he Depaztrnent haa provided n�pnca•rt the botWm.
uP che afful•rvie for you w fill ouc in the eveat the Ottice of lnvestiQations has to contact you reYardin�the app�icant
pl�a�be sure w till ia edt{xrmiulicen�e number which will be wed aa a rctbrence nwnber. [n rdelidon,:u�applicant
�hac mu►t submit muleipk pecmiulicense applicarions in any given year,need only submit one affiduvi�indiea�ing curtent
policy information liFneces�ary)and undar"1ob Site Addreas"the applicant slwuld write"all las�ionr in_(ciry ur
cuwn)."A cupY of�he•rffidavit Uut hat been officially swnped or muked by che ciry ar town may be proviJcd to c!u
applicant as proof�hat a valid�ffi�levit is on fila for fuNrc pemuu or licenses. A new atFidavit mwu be filled ou[eacb
yesr. Where a twene uwnet or oidzcn is obuinin�s licenre or pennit not related to aay busineu or commercial venture
i i.a.a JoY Iicense or pemut w burn tesva eceJ said pusun w YOT required co comptete this sffidnvit.
�hc pijice ot lnvtsti�,�atiuns wuuld Cue w thrnk you in �dv;u�et for yout cooperaeiun and shoulJ yuu hava any questions,
plcaae Ju nut hesinte to give us•r call.
Thc Dcpartmrnt's address.�elephone�nJ fax number:
The Commonweslth of Massachusetts
pepacm�eat of Industrial Axidents
Otdet s[I�vatlptlon
6ou w.��000 sa�a
Bo�toa, MA 0211�
Tel. k 617-727-4900 ext 406 or 1-877-MASSAFE
Fau M 617-T27•7749
2cvi.cd 5-26-OS �,yWW.I11341.gOV/dli
�vg�c� � CITY OF SALEM
� ��, �fE�
�.��_�'`�' PLANNING BOARD
:�
Wireless Special Pennit Decision �
`.-,
Tor T6e PeYition of FiberTo���er For Tl�e Property LocaYed At 488 Highland/0 Cain Road ��:�
A Public Hearing on this petition was he]d on December 6, 2007. Tl�e followi»g Planni�Board ����_� '
members were present: Charles Puleo, Walter Power, 7olm Moustakis, Tim Kavanaugh,�`f`Im " �
Ready, Gene Collins, and Christine Sullivan. Nolice of this meeting was sent to abuYters�iand
notice of tl�e hearing was properly publisl�ed in tl�e Salem Evening News.
Tl�e petitioner is requesting a Wireless Communication'Facility Special Perniit under Section 5-
3, Special Permit Uses, of tl�e City of Salem Zoning Ordinance, to allow for the installation of a
2ft. dish antem�a on tl�e existing 17(1 ft. ]attice tower located at 0 Cain Road/488 Highland Salem,
MA. Cabling will run from the antenna to an equipment cabinet Yo be located on the existing
tower foundation.
IThe Planning Board reviewed the application and plans submitted and found that the petitioner
addressed the requirements of this section for the issuance of a Special Pennit.
On December 6, 2007, the Board closed the Public Hearing and the Planning Board voted by a
vote of seven in favor, none opposed, to grant the Wireless Communication Facility Special
Pennit for the location stated above, in accordance with the application dated October 30, 2007
and site plan last dated October 5, 2007, titled "FiberTower BOS 1903 O Cain Road", Sheets
TO1, CO1, CO2, A01, A02, drawn by Aerial Spectrum Incorporated, submitted and now part of
the file.
The Special Permit was approved with the following conditions:
1. The applicant paints the antennas to match the color of the existing tower; the applicant;
and his successors, shall maintain the paint on il�e antennas.
I l�ereby certify that a copy of tl�is decision is on file witl� the City Clerk and Chat a copy of the
decision and plans is on file with the Platining Board.
� (,c.� .1.� �l.- ��L�-'��.�
Cliarles Puleo, Chairn�an
This endorsement shall not take effect until a copy of the decision bearing certification of die City Clerk Ihat hvei�ty
(20) days l�ave elapsed and no appea] has been filed or that if such appeal has been filed that it has been dismissed or
denied, is recorded iu The Essex South Regishy of Deeds and is indexed in the grantor index mider the name of the
owner of record or is recorded and noted on the owner's certificate of title. 1"he fee for recording or registering shall
be paid by tlie o�vner or applicant.
S2O WpSHINGTON STREET, SALEM, MASSACHUSETTS �197� . TeL: 978.745.9595 Fnx: 978.740.0404 � WWW.SALEM.COM
i
;
�
LEITER OF AUT}IORIZATIOIV J,
�
SITE NO: 305035 SITE NAME Salem MA 8
ADDRESS:0 Cain Rd.
Salem,MA 01970
APNt
1;Jason D.Hasch,VP of Land Management of Amerisan Tower',ocvner of the tower facilify
loca4ed at the address identified above(4he"Towet Facility"),do here6y authoiize FiUettowet
Network Services Corp.,its successors and assigns, "Fibertowei'and/or its egent,to act as
American Tower's non-exclusive ag�E for the sole purpose of fil'v�and consummatmg any
]and-use or building permit application(s)necessary to obtain approval of the applicable
jurisdiction for Fibertvwefs installation of its antennas and rela�d telecommunications
equipment on the existing mwer and Tower Facility. This installation shall not affect adjoitdng
lands and will xcur only within the area leased by American Tower.
We undersland that this application may be denied,modified or approved with conditions. The
above authorization is liauted to the acceptance by Fibertower only of conditions related to
Fibertowefs uustallation,provided that any such conditions of approval or modifications will be
the sole responsibility of Fibertower.
The above authorization does not permit Fibertowa io modify or altes any existing permit(s)
and/or zoning or land-use conditions or impose any additional conditio ted m
Fibertower s instaDation of te]ecommunications equipment without the prio pr of
- American Tower. .
Signature: �
Print Name: Jeson D. ' ch,VP Land 1 anagement
Ame an Tower*
NOTA1tY BLOCK
Stabe of MASSACHUSE"I'IS I
County of Middlesex li
This instxumenk was acknawledged before me by Jason D. Hirsch, VP of Land Management of !
Amerlcan Tower(Tower Fecility oWnex) personelly known to me (o;proyed M me on the besls
9f sntisf�etor}+gvidence) ts be ttie pe,rson whose na�e is subscribed to the within ins�ent and ,
�l�wt�d����t�at h�/et���sa�d�ea�e:
WITNESS my hand and official sea4�s 18�day of Octaber,2007.
NOTARY SEAL ��'`//v
� Notary Public 1
QV M � My Commission Fxpire
0���".,.
" Ame :L�w� ' is defined as American Towers,Inc.and any of its affiliates or
subsi ' ' S. '
:�J4f:�� .
�ARY Pl��
i
PASSED
AMERICAN TOWER""
G O R P O R A T I O N
Structural Analysi� Report
Structure : 170 ft PIROD Seif Supported Tower i
ATC Site Name : Salem MA 8, MA
ATC Site Number : 305035
Proposed Carrier : FiberTower Corporation
Carrier Site Name : 0 Cain ST
Carrier Site Number : BOS1903
County : Essex
Eng. Number : 40403921 �
Date : April 30, 2007
Usage : 81.0% Legs
Submitted by: Reviewed by:
Cesar Rojas Jaime Reyes, P.E.
IProject Engineer Director of Engin ering
v
Ame�ican Tower Engineering Services
8505 Freeport Parkway J S � s
, Suite 135 9No.366G9 �
Irving, TX 75063
Phone: 972-999-8900 �O,f.��ISTEQ'���'o`"
F'�/ONA EN�'
6�-`
AMERIC,A1++� TQW'�R'�
C Q R P O it A T f O LV
Structural Analysis Report
Structure : 170 ft PIROD Self Supported Tower
ATC Site Name : Salem MA 8, MA
ATC Site Number : 305035
Proposed Carrier : FiberTower Corporation
Carrier Site Name : 0 Cain ST
Carrier Site Number : BOS1903
County . Essex
Eng. Number : 40403921
Date : April 30, 2007
Usage : 81.0% Legs
Submitted by: Reviewed by:
Cesar Rojas Jaime Reyes, P.E.
Project Engineer Director of Engineering
American Tower Engineering Services
8505 Freeport Parkway
Suite 135
Irving, T.X 75063
Phone: 972-999-8900
Eng.Number 40403921
Apri130, 2007
Page 1
Introduction
The purpose of this report is to suminarize results of the sllvctural analysis performed on the 170 ft
PIROD Self Supported Tower located at Salem MA 8, MA, Essex County (ATC site#305035). The
tower was originally designed and manufactured by PIROD (Drawing #114358-B dated February 13,
1990). The original design profile is attached for additional information.
Analvsis
The tower was analyzed using Semaan Engineering Solutions, Inc, Software. The analysis assumes that
the tower is in good, undamaged, and norrcorroded condition. A 5% overstress 's allowed in the
existing structural members to account for program variances.
Basic Wind Speed: 90.0 mph(Fastest Mile)/ ll 0 mph(3-Second Gust)
Radial Ice: w/ '/z"ice
Code: TIA/EIA-222 Rev F /IBC 2003 Code
Antenna Loads
The following antenna loads were used in the tower analysis.
Existing Antennas
Elev. Qty Anteimas Mount Coas Carrier
(ft)
170.0 9 EMS RR90-17-OODP Sector Mounts (18) 1 5/8 T-Mobile
12 TTAs
160.0 12 DB844H80 Sector Moun[s 12 1 5/8 Verizon
150.0 6 Kathrein 800-10121 Sector Mounts (12) 1 5/8
12 Powerwave LGP2140X
130.0 1 51"Omni Side Arm 1 7/8
I18.0 1 6' Std. MW Dish w/Radom Dish Mount 1 7/8 Cingular
100.0 1 6'HP MW Dish Dish Mount 1 7/8
100A 1 8'Omni SideArm 1 7/8
80.0 1 6' Std. MW Dish w/Radom Dish Mount 1 7/8
Proposed Antennas
Elev. Qty Antennas Mount Coax Carrier
ft)
125.0 � Gabriel GF2-180 Dish Mount 2 0.407 FiberTower
1 7VI.ITE 18G155 TTA N/A N/A Corporation
The coax for the proposed loading can be installed on any of the tower legs or tower faces.
Eng.Number 40403921
April 30, 2007
Page 2
Results
The existing 170 ft PIROD Self Supported Tower with the existing and the proposed antennas is
structurally acceptable per TIA/EIA-222 Rev F. The masimum siructure usage is: 81.0%Legs.
Leg Forces Original Design Current Analysis %Of Design
Reactions Reactions
U lift Ki s 187.50 242.51 129.13
Axial Ki s 203.60 281.04 138.04
Shear Ki s 2330 28b2 122.82
The structure base reactions resulting from this analysis were found to be acceptable through analysis
based on geotechnical and foundation information, therefore no modification or reinforcement of the
foundation will be required.
Conclusion
Based on these analysis results,the structure meets requirements per the TIA/EIA-222-F standard. The
tower and foundation can support the existing and proposed antenna and transmission line loading as
described in this report.
If you have any questions or require additional information,please call (972) 999-8900.
Standard Conditions
All engineering services are performed on the basis that the information used is current and correct. This
information may consist of, but is not necessary limited,to:
-- Tnformation supplied by the client regarding the shvcture itself, the antenna and feed line loading
on the structure and its components, or other relevant information.
-- Information from drawings in the possession of American Tower Corporation, or generated by
field inspections or measurements of the sh-ucture.
It is the responsibility of the client to ensure that the information provided to ATC Engineering Services
and used in the performance of our engineering �rvices is correct and complete. In the absence of
information to the contrary, we assume that all structures were constructed in accordance with the
drawings and specifications and are in an un-corroded condition and have not deteriorated; and we,
therefore, assume that their capacity has not significantly changed from the "as new" condition.
AII services will be perFormed to the codes specified by the client, and we do not imply to meet any
other codes or requirements unless explicitly agreed in writing. If wind and ice loads or other relevant
parameters are to be different from the minimum values recommended by the codes, the client shall
specify the exact requirement. In the absence of information to the contrary, all work will be performed
in accardance with the latest relevant revision of ANSI/EIA-222.
All services are performed, results obtained, and recommendations made in accordance with generally
accepted engineering principles and practices. ATC Engineering Services is not responsible for the
conclusions, opinions and recommendations made by others based on the information we supply.
Job Information
no.00
Tower: 305035 Location: Salem MA 8 MA
- Code: TIAIEIA-222 Rev F Shape:Triangle Base Width : 16.00 ft
Client: Fi6erTowe� Top Width:4.50 k
Copyrighf Semaan Engineering Solutions,Inc
sect s Loads: 90 mph no ice
7a mph w/1/2"radial ice Sections Prope�ties
iso.00 Section Le Members Dia onal Members Horizontal Members
1 12B 50ks1 12"BD 2" SAE J6ksi 4X4X0.25
2 72B SOksI '12"BD 1.75" SAE]6ksi 3X7X0.3725
3 12B SOkSi 12"BD 1.75" SAE 76ksi 5%�X0.3125
Sect 8 4 72B SOksi 72"BD 1.75" SAE 36ksi 3X1X0.1875
5 728 50ksi 12"BD 7.5" SAE 16ksi 3X3%0.1875
6-7 128 SOksi 72"BD 7.5" SAE 36ks1 2.SX2.SX0.7875
130.00 8 SOL SOksl 2 1/4"SOLID SOL SOksi 7/8"SOLID SOL SOksi 7/8"SOLID
- 9 SOL SOksi 2"SOLID � SOL 50ksi 718"SOLID SOL SOKsi 7/8"SOLID
se�i� Discrete Appurtenance
izo.00
Elev
(ft) T e Q Descri tion
i7o.00 �s rrns
Secl 6 170.00 Panel 9 EMS RR90-77-OODP
170.00 Mounting Frame 3 Sector Mounts
160.00 Mounting Frame 3 Secto�Mounts
160.00 Panel 7I 0B844H80
10000 750.00 12 PowerwaveLGP2140X
- 150.00 Mounting Frame J Sector Mounts
150.00 Panel 6 Kalhrein 800-701Y1
710.00 SlralghlArm 7 SideArm
110.00 Whip 7 51"Omni
Sect 5 125.00 7 NLITE 18G155
725.00 Dish 1 Gabrfel GF2-180
178.00 StraiahtArm 1 SltleArm
80:00 778.00 Dish 1 6'Sltl.MW Dish w/Radom
- 100.00 Dish 1 6'HP MW Dish
700.00 Straiaht Arm 1 Truss Arm
700.00 Whip 1 7'Omnl
80.00 Dish 1 6'Std.MW Dish w/Radom
Sed 4
Linear Appurtenance
so.00 Elev(ft) I
- From To Qty Description
0.000 770.00 78 1 5/e" Coaz
0.000 760.00 72 7 SIB" Coa:
Sec13 0.000 750.00 12 1 5I8" Coa%
0.000 730.00 1 7/8" Coax
0.000 125.00 7 0.407" Coax
40.00 . 0.000 178.00 7 7/8" Coax
0.000 100.00 1 7/8" Coax
0.000 100.00 1 7/8" Coax
0.000 80.000 1 7/8" Coax
Secl 2
20.�0
Sect 7
Uplift 242.51 k Moment 4 090 83 f4k
Vert 281 04 k Total Dovm 55.85 k
Horiz 28 fi2 k Total Shear 4175 k
Copyright Semaan Engineering SoWtions,Inc
Si[e Number: 305035 ti' 4130I2007 4:14:07 PM
� Location: Salem MA 8,MA
X
' Code: TIA/EIA-222 Rev F
Gh : 1.12 Section Forces
LoadCase Normal No Ice 90.00 mph Wind Normal To Face with No Ice
Allow Stress Inc: 1,333
Dead LF: 1.000
Wind LF: 1.000
Total Total Ice Ice
Wind Flat Round Round Eff Linear Linear Total Struct Linear Total
Sect Height Area Area Area Sol Area prea Area Weight Weight Force Force Force Eff
Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df R W (sqk) (sqft) (sqft) (Ib) Ice(Ib) (Ib) (Ib) (Ib) Face
9 160.0 32.55 0.00 13.29 0.00 0.75 2.781.00 'I.00 0.58 7.73 29.70 0.00 1,592.8 0.0 786.34 1,304.9 2,097.31 1
8 140.0 3'1.34 0.00 14.42 0.00 0.15 2.761.00 1.00 0.58 8.39 59.40 0.00 2,083.3 0.0 817.6'I 2,512.2 3,329.84 1
7 125.0 30.34 4.76 8.61 0.00 0.24 2.461.00 1.00 0.60 9.93 30.87 0.00 1,430.1 0.0 832.67 1,264.0 2,096.70 'I
6 110.0 29.25 10.18 17.23 0.00 0.20 2.67 1.tl0 1.00 0.59 20.34 62.27 0.00 2,897.2 0.0 7,746.37 2,458.1 4,204.49 1
5 90.00 27.62 '13.46 17.23 0.00 0.77 2.701.00 1.00 0.58 23.54 62.27 0.00 3,060.3 0.0 '1,972.37 2,327.1 4,293.51 1
4 70.00 25.71 14.87 18.83 0.00 0.'15 2.761.00 1.00 0.58 25.83 62.27 0.00 3,508.4 0.0 2,06'I.'I6 2,160.3 4,22�.48 'I
3 50.00 23.35 16.41 18.83 0.00 0.'14 2.83'1.00 1.00 0.56 27.32 62.27 0.00 4,047.2 0.0 2,026.99 '1,962.3 3,989.30 1
2 30.00 20.74 18.03 18.83 0.00 0.12 2.87 1.00 1.00 0.58 28.91 62.27 0.00 5,818.9 0.0 '1,937.74 1,742.6 3,680.38 7
1 10.00 20.74 26.30 17.63 0.00 0.13 2.851.00 1.00 0.58 36.50 62.27 0.00 5,051.7 0.0 2,425.75 1,742.6 4,168.39 1
29,490.0 0.0 32,075.40
LoadCase 60 deg No Ice 90.00 mph Wind at 60 deg From Face with No Ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 1.000
Total Total Ice Ice
Wind Flat Round Round Eff Linear Linear Total Struct Linear Total
Sect Height Area Area Area Sol Area Area Area Weight Weight Force Force Force Eff
Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr Rr (sqft) (sqft) (sqft) pb) Ice(Ib) (Ib) pb) pb) Face
9 '160.0 32.55 0.00 13.29 0.00 0.'IS 2.78 0.80 1.00 0.58 7.73 29.70 0.00 1,592.8 0.0 786.34 1,304.9 2,091.31 1
8 140.0 31.34 0.00 '14.42 0.00 0.15 2.76 0.80 1.00 0.58 8.39 59.40 0.00 2,083.3 0.0 817.61 2,512.2 3,329.84 'I
7 125.0 30.34 4.76 6.61 0.00 0.24 2.46 0.80 1.00 0.60 8.98 30.87 0.00 '1,430.1 0.0 752.86 1,264.0 2,016.90 1
6 110.0 29.25 10.18 17.23 0.00 0.20 2.61 0.80 1.00 0.59 '18.30 62.27 0.00 2,897.2 0.0 1,57'1.53 2,458.1 4,029.65 1
5 90.00 27.62 13.46 17.23 0.00 0.'17 2.70 0.80 1.00 0.58 20.85 62.27 0.00 3,060.3 0.0 1,746.76 2,321.1 4.067.90 1
. 14.87 18.83 0.00 0.15 2.76 0.80 1.00 0.58 22.86 62.27 0.00 3,508.4 0.0 '1,623.8'I 2,760.3 3,984.14 1
4 70.00 25.71
45.82 1
3 50.00 23.35 16.41 16.83
0.00 0.14 2.83 0.80 1.00 0.58 24.04 62.27 0.00 4,047.2 0.0 1,783.51 1,962.3 3,7
' .58 25.30 62.27 0.00 5,818.9 0.0 1,696.02 1,742.6 3,438.66 1
� 2 30.00 20.74 18.03 18.63 0.00 0.12 2.87 0.80 7.00 0
1 10.00 20.74 26.30 17.63 0.00 0.'13 2.85 0.80 'I.00 0.58 31.24 62.27 0.00 5,051.7 0.0 2,076.15 1,742.6 3,816.80 'I
29,490.0 0.0 30,523.01
LoadCase 90 deg No Ice 90.00 mph Wind at 90 deg From Face with No Ice
Allow Stress Inc: 1.333
Dead lF: 7.000
Wind LF: 1.000
Total To[al Ice Ice
Wind Flat Round Round Eff Linear Linear Total Struct Linear Total
Sect Height Area Area Area Sol Area Area Area Weight Weight Force Force force Eff
Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf DF Dr Rr (sqft) (sqft) (sqft) (Ib) Ice(Ib) (Ib) (Ib) pb) Face
9 160.0 32.55 0.00 13.29 0.00 0.15 2.78 0.85 'I.00 0.58 7.73 29.70 0.00 1,592.8 0.0 786.34 1,304.9 2,091.31 1
8 140.0 31.34 0.00 14.42 0.00 0.'IS 2.760.85 1.00 0.58 8.39 59.40 0.00 2,083.3 0.0 817.61 2,512.2 3,329.84 1
7 '125.0 30.34 4.76 8.61 0.00 0.24 2.46 0.85 1.00 0.60 9.21 30.87 0.00 1,430.1 0.0 772.81 7,264.0 2,036.85 1
Page 'I
CopYn9ht Semaan Engineering SoNtions,Inc
Site Number: 305035 �' 4130120074:14:07 PM
Location: Salem MA S,MA
X
Code: TIAIEIA-222 Rev F
cn : �.�z Section Forces
6 1'10.0 29.25 10.18 17.23 0.00 0.20 2.61 0.85 1.00 0.59 18.81 62.27 0.00 2,897.2 0.0 1,615.24 2,458.1 4,073.36 1
5 90.00 27.62 '13.46 '17.23 0.00 0.17 2.70 0.85 'I.00 0.58 21.52 62.27 0.00 3,060.3 0.0 1,803.'I6 2,321.1 4,'124.31 'I
4 70.00 25.71 14.87 18.83 0.00 0.15 2.76 0.85 1.00 0.58 23.60 62.27 0.00 3,508.4 0.0 1,883.15 2,160.3 4,043.47 1
3 50.00 23.35 �16.41 18.83 0.00 0.14 2.83 0.85 1.00 0.58 24.86 62.27 0.00 4,047.2 0.0 '1,844.38 1,962.3 3,806.69 1
2 30.00 20.74 78.03 18.83 0.00 0.12 2.87 0.85 1.00 0.58 26.21 62.27 0.00 5,818.9 0.0 1,756.45 1,742.6 3,499.09 7
1 '10.00 20.74 26.30 'I7.63 0.00 0.'13 2.85 0.65 1.00 0.58 32.56 62.27 0.00 5,051.7 0.0 2,163.55 '1,742.6 3,906.20 1
29,490.0 0.0 30,911.11
LoadCase Normal Ice 77.94 mph Wind Normal To Face with Ice
Allow Stress Inc: �.333
Dead LF: 1.000
Wind LF: 1.000
Total Total Ice Ice
Wind Flat Round Round Eff Linear Linear Total Struct Linear Total
Sect Height Area Area Area Sol Area prea Area Weight Weight Force Force Force Eff
Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf DF Dr Rr (sqft) (sqft) (sqft) (Ib) Ice(Ib) (Ib) (Ib) (Ib) Face
9 160.0 24.41 0.00 24.20 10.91 0.27 2.381.00 'I.00 0.61 14.69 29.70 15.00 2,640.6 1,047.8 960.66 '1,472.9 2,433.59 1
8 140.0 23.50 0.00 25.67 '11.24 0.27 2.381.00 1.00 0.61 15.59 59.40 30.00 3,695.8 1,672.6 979.78 2,835.6 3,875.38 1
7 125.0 22.75 4.76 12.19 3.57 0.31 2.27 1.00 1.00 0.62 12.29 30.87 76.25 2,330.0 899.8 715.58 1,446.9 2,162.54 7
6 110.0 21.94 10.18 24.64 7.41 0.25 2.441.00 1.00 0.60 25.00 62.27 33.33 4,741.9 '1,844.6 '1,505.98 2,830.3 4,336.33 1
5 90.00 20.71 13.46 25.05 7.83 0.21 2.551.00 'I.00 0.59 28.33 62.27 33.33 5,040.5 1,980.2 1,682.89 2,672.6 4,355.52 1
4 70.00 19.26 '14.87 27.73 8.30 0.19 2.631.00 1.00 0.59 30.84 62.27 33.33 5.568.4 2.060.0 7.756.42 2.487.4 4.243.88 1
3 50.00 77.51 16.41 27.64 8.81 0.'17 2.701.00 1.00 0.58 32.57 62.27 33.33 6,'153.8 2.106.6 1,732.63 2.259.4 3.992.09 1
2 30.00 15.55 18.03 28.18 9.35 0.15 2.761.00 1.00 0.58 34.44 62.27 33.33 7.974.8 2.155.9 '1,660.39 2.006.5 3.666.92 1
1 10.00 15.55 26.30 27.54 9.91 0.16 2.74 7.00 1.00 0.58 42.35 62.27 33.33 7,429.9 2,378.2 2,030.52 2,006.5 4,037.06 1
45,575.7 76,085.7 33,043.33
LoadCase 60 deg Ice 77.94 mph Wind at 60 deg From Face with Ice
Allow Stress Inc: 1.333
Dead LF: 1.OU0
Wind LF: 1.000
Total Total Ice �Ge
Wind Flat Round Round Eff Linear Linear Total Struct Linear Total
Sect Height Area Area Area Sol Area Area Area Weight Weight Force Force Force Eff
Seq (ft) qz (sqft) (syft) (sqtt) Ratio Cf OF Dr fL' �sqft) (sqft) (sqft) (Ib) Ice(Ib) pb) (Ib) (Ib) Face
9 160.0 24.41 0.00 24.20 10.91 0.27 2.38 0.80 1.00 0.61 14.69 29.70 15.00 2,640.6 1,047.8 960.66 7,472.9 2,433.59 1
8 140.0 23.50 0.00 25.67 1124 0.27 2.38 0.60 7.00 0.61 15.59 59.40 30.00 3,695.8 1,6'12.6 979.78 2,835.6 3,8'15.38 1
7 125.0 22.75 4.76 12.19 3.57 0.3'I 2.27 0.80 1.00 0.62 '11.34 30.87 '16.25 2,330.0 899.8 660.20 1,446.9 2,107.77 1
6 '110.0 21.94 70.18 24.64 7.41 0.25 2.44 0.80 1.00 0.60 22.97 62.27 33.33 4,74'1.9 1,844.6 1,383.34 2,830.3 4,213.69 1
5 90.00 20.71 73.46 25.05 7.63 0.21 2.55 0.80 1.00 0.59 25.64 62.27 33.33 5,040.5 1,980.2 1,522.94 2.672.6 4.195.58 1
4 70.00 19.28 14.87 27.'13 8.30 0.19 2.63 0.80 1.00 0.59 27.87 62.27 33.33 5,568.4 2,060.0 1,587.01 2,487.4 4,074.47 1
3 50.00 17.51 16.41 27.64 8.81 0.17 2.700.80 1.00 0.58 29.28 62.27 33.33 6,153.8 2,106.6 1,558.05 2,259.4 3,617.51 7
2 30.00 15.55 16.03 26.16 9.35 0.15 2.76 0.60 'I.00 0.58 30.83 62.27 33.33 7,974.8 2,155.9 1,486.50 2,006.5 3,493.04 1
1 10.00 15.55 26.30 27.54 9.91 0.16 2.74 0.80 1.00 0.58 37.09 62.27 33.33 7,429.9 2,378.2 1,778.33 2,006.5 3,784.86 1
45,575.716,085.7 31,935.29
Page 2
� Copyright Semaan Engineering SoNtions,Inc
Site Number: 305035 Y 4BOI20074:14:07 PM
Location: Salem MA 8,MA
Code: TI/VEIA-222 Rev F x
cn: �.�z Section Forces
LoadCase 90 deg Ice 77.94 mph Wind at 90 deg From Face with Ice
Allow Stress Inc: 1.333
Dead LF: 1.000
Wind LF: 'I.000
Total Total Ice ��
Wind Flat Round Round Eff Linear Linear Total Struct Linear Total
Sect Height Area Area Area Sol Area qrea Area Weight Weight Force Force Force Eff
Seq (ft) qz (sqft) (sqft) (sqft) Ratio Cf Df Dr I� (sqft) (sqft) (sqft) (Ib) Ice(Ib) (Ib) (Ib) (Ib) Face
9 160.0 24.41 0.00 24.20 10.91 0.27 2.38 0.85 1.00 0.61 14.69 29.70 15.00 2,640.6 1,047.8 960.66 7,472.9 2,433.59 1
8 '140.0 23.50 0.00 25.67 1'1.24 0.27 2.38 0.85 1.00 0.61 15.59 59.40 30.00 3,695.8 '1,612.6 979.78 2.835.6 3,815.38 'I
7 125.0 22.75 4.76 '12.'19 3.57 0.31 2.27 0.85 'I.00 0.62 11.58 30.87 '16.25 2,330.0 699.8 674.05 1,446.9 2.121.01 1
6 110.0 21.94 10.18 24.64 7.41 0.25 2.44 0.85 1.00 0.60 23.48 62.27 33.33 4,741.9 1,844.6 1,414.00 2,830.3 4,244.35 1
5 90.00 20.71 13.46 25.05 7.83 0.21 2.55 0.85 1.00 0.59 26.31 62.27 33.33 5,040.5 1,980.2 '1,562.93 2,672.6 4,235.56 1
4 70.00 19.28 14.87 27.13 8.30 0.19 2.63 0.85 1.00 0.59 28.61 62.27 33.33 5,568.4 2,060.0 1,629.36 2,487.4 4,116.82 1
3 50.00 17.51 16.41 27.64 B.St 0.17 2.70 0.85 1.00 0.58 30.10 62.27 33.33 6,153.8 2,706.6 1,60'1.70 2,259.4 3,861.16 7
2 30.00 15.55 18.03 28.18 9.35 0.15 2.76 0.85 1.00 0.58 31.73 62.27 33.33 7,974.8 2,755.9 1,529.98 2,006.5 3,536.51 1
1 10.00 15.55 26.30 27.54 9.91 0.16 2.74 0.85 1.00 0.58 38.41 62.27 33.33 7,429.9 2,378.2 1,841.38 2,006.5 3,847.91 1
45,575.716,085.7 32,2'12.30
Page 3
Copyright Semaan Engineenng Solutions,Inc
Site Number: 305035 Y 4I30I20074:�4:07 PM
Location: Salem MA 8, MA
Code: TIA/EIA-222 Rev F x
Tower Loadinq
Discrete Appurtenance Properties
Attach No Ice Ice Distance Vert
�ip� Weight CaAa CaAa Weiqht CaAa CaAa FromFace XAngle Ecc
(ft) Description Qty (Ib) (sf) Factor (Ib) (sf) Factor (k) (deg) (k)
170.0 TTAs 12 17.50 0.950 0.67 33.00 1.730 0.67 0.000 0.00 0.000
170.0 EMS RR90-17-OODP 9 18.00 4.360 0.67 40.00 4.990 0.67 0.000 0.00 0.000
170.0 SectorMounts 3 550.00 70.000 0.75 700.00 14.000 0.75 0.000 0.00 0.000
160.0 Sector Mounts 3 550.00 10.000 0.75 700.00 14.000 0.75 0.000 0.00 0.000
160.0 DB844H80 72 14.00 3.730 1.00 40.30 4.290 1.00 0.000 0.00 0.000
750.0 Powerwave LGP2140X 12 17.50 0.950 0.67 33.00 1.130 0.67 0.000 0.00 0.000
150.0 SectorMounts 3 550.00 10.000 0.75 700.00 14.000 0.75 0.000 0.00 0.000
150.0 Kathrein 800-70121 6 44.10 5.460 0.75 77.01 6.097 0.75 0.000 0.00 0.000
130.0 Side Arm 1 70.00 2.500 0.75 100.00 3.000 0.75 0.000 0.00 0.000
130.0 51"Omni 1 10.00 1.000 1.00 21.00 1.360 1.00 0.000 0.00 0.000
125.0 NLITE 18G155 1 17.50 0.950 0.67 33.00 1.130 0.67 0.000 0.00 0.000
125.0 Gabriel GF2-180 1 90.00 3.960 1.00 128.00 4.300 1.00 0.000 0.00 0.000
118.0 Side Arm 1 70.00 2.500 0.75 100.00 3.000 0.75 0.000 0.00 0.000
118.0 6'Std.MW Dish w/Radom 1 162.00 24.410 1.00 321.00 25.090 1.00 0.000 0.00 0.000
100.0 6' HP MW Dish 1 281.00 35.670 1.00 501.00 36.670 1.00 0.000 0.00 0.000
100.0 Truss Arm 7 250.00 6.500 1.00 300.00 8.100 1.00 0.000 0.00 0.000
100.0 7'Omni 1 35.00 2.700 1.00 55.00 2.830 1.00 0.000 0.00 0.000
50.00 6'Std.MW Dish wlRadom 1 162.00 24.410 1.00 321.00 25.090 1.00 0.000 0.00 0.000
Totals 70 7112.10 10277.62 Numberof Appurtenances : 18
Linear Appurtenance Properties
Elev Elev
From To Width Weight Pct Spread On Bundling
(k) (n) Description Qty (in) (Iblft) In Wind Faces Arrangement
0.00 170.0 1518" Coax 18 1.98 0.82 33.30 LinApp Separate
0.00 160.0 15/8" Coax 12 1.98 0.82 50.00 LinApp Separate
0.00 150.0 15/8" Coax 12 1.98 0.82 50.00 LinApp Separate
0.00 130.0 7/8" Coax 1 1.09 0.33 700.00 LinApp Separate
0.00 125.0 0.407" Coax 1 0.63 0.15 100.00 Lin App Separate
0.00 118.0 7/8" Coax 1 1.09 0.33 0.00 Lin App Separate
0.00 100.0 7/8" Coax 1 1.09 0.33 0.00 Lin App Separate
0.00 100.0 7/8" Coax 1 1.09 0.33 0.00 Lin App Separete
0.00 80.00 7l8" Coax 1 1.09 0.33 0.00 Lin App Separate
Page 4
Copyrighf Semaan Engineering SoNlions,Inc
Site Number: 305035 Y qI30120074:14:07 PM
Location: Salem MA B, MA
Code: TIA/EIA-222 Rev F x
Force/Stress Summary
Section: 1 U18 Bot Elev (ft): 0.00 Height(ft): 20.000
Member Shear Bear
Force Len Bracing% Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip)Bolts Holes (kip) (kip) %, Controls
LEG �2B-12"BD2" -275.39 Normal Ice 10.02 100 100 700 24.4 37.7 349.34 0 0 0.00 0.00 78 MemberX
HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0
DIAG SAE-4X4X0.25 -7.33NormalNolce 20.15 50 75 50152.1 8.6 �6.69 0 0 0.00 0.00 43MemberZ
Force Fy Cap Num Num Shear Bear Use Controls
Max Tension Member (Kip) Load Case (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) %
LEG 126-12"BD 2" 237.01 60 deg No Ice 50 376.76 0 0 0.00 0.00 62 Member
HORIZ 0.00 0 0.00 0 0 0.00 0.00 0
DIAG SAE-4X4X0.25 6.50 60 deg Ice . 36 55.87 0 0 0.00 0.00 15 Member
Section: 2 U16 F�nt Elev (ft): 20.00 Height(ft): 20.000
Member Shear Bea�
Force Len Bracing°/ Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls
LEG '12B-12"BD1.75"FI -248.19 Normallce 10.02 100 100 700 26.1 36.8 355.68 0 0 0.00 0.00 69 MemberX
HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0
DIAG SAE-3X3X0.3125 -6.96 90 deg No Ice 18.44 50 75 50 187.9 5.6 10.03 0 0 0.00 0.00 69 Member Z
Force Fv Cap Num Num Shear Bear Use
Max Tension Member (kip) Load Case (ksi) (kip) Bolts Holes Cap(kip) Cap�kip) / Controls
LEG 12B-12"BD 1.75"FI 214.89 60 deg No Ice 50 386.36 0 0 0.00 0.00 55 Member
HORIZ 0.00 0 0.00 0 0 0.00 0.00 0
DIAG SAE-3X3X0.3125 6.70 90 deg No Ice 36 5�.26 0 0 0.00 0.00 13 Member
Section: 3 U14 Bot Elev (ft): 40.00 Height(ft): 20.000
Member Shear Bear
Force Len Bracing% Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z KLJR (ksi) (kip) Bolts Holes (kip) (kip) °/ Controls
LEG 12B-12"BD1.75" •217.71 Normallce 70.02 100 100 100 26.0 36.8 265.63 0 0 0.00 0.00 81 MemberX
HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0
� DIAG SAE-3X3X0.3125 •6.87 90 deg No Ice 'I6.80 50 75 50 177.2 6.8 72.10 0 0 0.00 0.00 56 Member Z
Force Fy Cap Num Num Shear Bear Use Controls
Max Tension Member (K�p� Load Case (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) %
LEG 12B-12"BD 1.75" 190.42 60 deg No Ice 50 268.37 0 0 0.00 0.00 66 Member
HORIZ 0.00 0 0.00 0 0 0.00 0.00 0
DIAG SAE-3X3X0.3125 6.56 90 deg No Ice 36 5�.26 0 0 0.00 0.00 12 Member
Page 5
Copyright Semaan Engineering Solufions,Inc
Site Number: 305035 Y 4I30120074:14:07 PM
� Location: Salem MA 8,MA
Code: TIAIEIA-222 Rev F x
Force/Stress Summary
Section: 4 U12 Bot Elev (ft): 60.00 Height(ft): 20.000
Member Shear Bear
Force Len Bracing% Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) % Controls
LEG 12B-12"BD1.75" -166.16 Normal Ice 10.02 100 100 '100 26.0 36.8 265.63 0 0 0.00 0.00 70 MemberX
HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0
DIAG SAE-3X3X0.1875 •6.61 90 deg No Ice 15.24 50 75 50 153.4 8.5 9.22 0 0 0.00 0.00 71 MemberZ
Force Fy Cap Num� Num Shear Bear Use
Max Tension Member (Kip) Load Case (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) %, Controls
LEG 126•12"BD 1.75" �63.21 60 deg No Ice� 50 288.37 0 0 0.00 0.00 56 Member
HORiZ 0.00 0 0.00 0 0 0.00 0.00 0
DIAG SAE-3X3X0.�875 6.33 90 deg No Ice 36 3�.39 0 0 0.00 0.00 20 Member
Section: 5 U10 Bot Elev (ft): 80.00 Height(ft): 20.000
Member Shear Bear
Force Len Bracing°/, Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip)Bolts Holes (kip) (kip) % Controls
LEG 12B-12"BD1.5" -153.06Normallce 10.02100 100 100 30.3 36.'I 791.58 0 0 0.00 0.00 79MemberX
HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0
DIAG SAE-3X3X0.1875 -6.34 90 deg No Ice 13.79 50 75 50 738.9 '10.3 71.25 0 0 0.00 0.00 56 Member Z
Force Fy Cap Num Num Shear Bear Use
Max Tension Member (kip) Load Case (ksi) (kip) Bolts Holes Cap(kip) Caplkip) o� Controls
LEG 128-12"BD 1.5" 134.�7 60 deg No Ice 50 211.98 0 0 0.00 0.00 63 Member
HOR¢ 0.00 0 0.00 0 0 0.00 0.00 0
DIAG SAE-3X3X0.1875 6.01 90 deg No Ice 36 31.39 0 0 0.00 0.00 19 Member
Section: 6 U8 Bot Elev (ft): 100.0 Height(ft): 20.000
Member Shear Bear
Force Len Brecing°/ Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip)Bolfs Holes (kip) (kip) % Controls
LEG 126•'12"BD 1.5" •118.47 Normal Ice 10.02 �00 100 100 30.3 36.1 19'1.58 0 0 0.00 0.00 61 MemberX
HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0
DIAG SAE-2.SX2.5X0.1875 -5.86 90 deg Ice '12.50 50 75 50 'IS'I.6 8.7 7.82 0 0 0.00 0.00 75 Member Z
Force Fy Cap Num Num Shear Bear Use Controls
Max Tension Member (Kip) Load Case (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) %
LEG 126-12"BD 1.5" 103.76 60 deg No Ice 50 217.98 0 0 0.00 0.00 48 Member
HOR¢ 0.00 0 0.00 0 0 0.00 0.00 0
DIAG SAE-2.SX2.5X0.1675 5.72 90 deg No Ice 36 25.98 0 0 0.00 0.00 22 Member
Page 6 �
Copynghf Semaan Engineering Solutions,Inc
Site Number: 305035 �' 4/30120074:14:07 PM
Location: Salem MA 8,MA
X
Code: TIAIEIA-222 Rev F
Force/Stress Summary
Section: 7 U6 Bot Elev (ft): 120.0 Height(ft): 10.000
Member Shear Bear
Force Len Bracing% Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bol[s Holes (kip) (kip) % Controls
LEG 126-12"BD1.5" -81.53 Normal Ice 10.02 100 100 100 30.3 36.'I '197.58 0 0 0.00 0.00 42 MemberX
HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0
DIAG SAE-2.SX2.SX0.1875 -5.89 Normal Ice 1�.47 50 75 50 138.4 10.4 9.38 0 0 0.00 0.00 62 Member Z
Force Fy Cap Num Num Shear Bear Use Controls
Max Tension Member (Kip) Load Case (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) %
LEG 12B-12"BD'I.5" 71.50 60 deg No Ice 50 271.98 0 0 0.00 0.00 33 Member
HORIZ 0.00 0 0.00 0 0 0.00 0.00 0
DIAG SAE-2.SX2.5X0.1875 5.33 60 deg Ice 36 25.98 0 0 0.00 0.00 20 Member
Section: 8 H-5.0 Bot Elev (ft): 130.0 Height(ft): 20.000
Member Shear Bear
Force Len Bracing% Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z KUR (ksi) (kip) Bolts Holes (kip) (kip) % Controls
LEG SOL-2114"SOLID -72.14 Normal Ice 2.44 100 100 '100 52.0 32.0 '127.41 0 0 0.00 0.00 56 MemberX
HORIZ SOL-718"SOLID •0.99 60 deg No Ice 4.506 100 100 100 247.3 3.3 1.96 0 0 0.00 0.00 50 Member X
DIAG SOL-7I8"SOLID -4.06 90 deg Ice 5.530 50 50 50 757.7 8.7 5.20 0 0 0.00 0.00 78 MemberX
Force Fy Cap Num Num Shear Bear Uo e Controls
Max Tension Member (kip) Load Case (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) /
LEG SOL-2 1/4"SOLID 66.39 60 deg No Ice 50 159.03 0 0 0.00 0.00 4'I Member
HORIZ SOL-718"SOLID 0.99 Normal No Ice 50 24.05 0 0 0.00 0.00 4 Member
DIAG SOL-7/8"SOLID 3.98 90 deg Ice 50 24.05 0 0 0.00 0.00 'I6 Member
Section: 9 S-4.5 Bot Elev (ft): 150.0 Height(ft): 20.000
Member Shear Bear
Force Len Bracing% Fa Cap Num Num Cap Cap Use
Max Compression Member (kip) Load Case (ft) X Y Z KLIR (ksi) (kip) BOILs Holes (kip) (kip) % Controls
LEG SOL-2"SOLID -23.58 Normal Ice 2.44 100 100 '100 58.5 30.6 96.22 0 0 0.00 0.00 24 Member X
HORIZ SOL-716"SOLID -0.6'I Normal Ice 4.500 100 700 '100 246.9 3.3 '1.9fi 0 0 0.00 0.00 37 Member X
DIAG SOL-718"SOLID -2.79 90 deg No Ice 5.7'18 50 50 50 140.4 10.1 6.07 0 0 0.00 0.00 46 MemberX
Force Fy Cap Num Num Shear Bear Use
Max Tension Member (Kip) Load Case (ksi) (kip) Bolts Holes Cap(kip) Cap(kip) o� Controls
LEG SOL-2"SOLID 21.60 60 deg No Ice 50 125.65 0 0 0.00 0.00 17 Member
HORIZ SOL-718"SOLID 0.56 Normal No Ice 50 24.05 0 0 0.00 0.00 2 Member ��
DIAG SOL-718"SOLID 2.79 90 deg No Ice 50 24.05 0 0 0.00 0.00 11 Member �
Page 7
. Copyright Semaan Enginee�ing Solutions,Inc
Site Number: 305035 `� 4130120074:�4:07 PM
� Location: Salem MA 8,MA
X
Code: TIA/EIA-222 Rev F
Support Forces Summary
FX FV FZ
Load Case Node (kip) (kip) (kip) (•)=Uplift (+)=Down
90 dep Ice 16 -22.16 -205.86 -12.12
1a -17.66 243.09 9.60
� -�.�0 18.63 2.53
60 deA Ice 1b -24.78 -239.52 -14.31
�a -9.51 147.69 4.45
1 -0.90 '147.69 -10.47
Normallce 1b -'I3.22 -112.60 -6.85
1a '13.22 -112.60 -6.85
1 0.00 281.04 -24.05
90 deA No Ice 1 b -19.03 -209.70 -10.28
1a -20.54 234.09 11.22
� -1.17 12.21 -0.94
60 deq No Ice 1b -21.56 -242.51 -'12.45
1a -'12.43 139.56 6.08
1 -0.95 139.56 •13.80
Normal No Ice 1b -10.18 -118.18 -7.19
1a 10.18 -118.18 -7.�9
1 0.00 272.97 -27.52
MaxUplift: 242.51(kip) Moment: 4,090.83 (ft-kip) Normallce
Max Down: 281.04(kip) Total Down: 55.85 (kip)
MaxShear: 28.62(kip) TotalShear: 4�.75 (kip)
Page 8
Copyright Semaan Engineering SoNtions,Inc
Site Number: 305035 Y 4I30I20074:74:07 PM
Location: Salem MA 8,MA
X
Code: TIA/EIA-222 Rev F
Deflections and Rotations
Elevation Deflection Twist Sway
Load Case (ft) (ft) (deg) (deg)
77.94 mph Wind Normal To Face with Ice 80.00 0.3430 0.0223 0.5105
100.00 0.5559 0.0370 0.706'I
120.00 0.8358 0.0394 0.9011
130.00 0.9981 0.0425 0.9766
150.00 1.3755 0.0461 1.3290
160.00 7.5786 0.0465 1.7699
170.00 1.7828 0.0466 1.2369
77.94 mph Wind at 60 deg From Face with Ice 80.00 0.3405 0.0221 0.5046
100.00 0.5511 0.0306 0.6998
120.00 0.8286 0.0389 0.8955
130.00 0.9894 0.0419 0.9694
150.00 1.3650 0.0474 1.3220
160.00 1.5671 0.0469 'I.'1657
170.00 1.7706 0.0467 1.2316
77.94 mph Wind at 90 deg From Face with Ice 80.00 0.3403 0.0128 0.5045
100.00 0.5513 0.0777 0.7026
120.00 0.8288 0.0226 0.9004
'130.00 0.9911 0.0244 0.9787
150.00 7.3670 0.0279 'I.3106
160.00 1.5692 0.0274 1.1658
170.00 1.7726 0.0273 1.2361
90.00 mph Wind Normal To Face with No Ice 80.00 0.3411 0.022'I 0.5047
100.00 0.5510 0.0305 0.6959
120.00 0.8263 0.0387 0.8859
130.00 0.9851 0.0417 0.9583
150.00 7.3565 0.0456 1.3101
160.00 1.5566 0.0460 7.1526
170.00 1.7579 0.0461 1.2219 �
90.00 mph Wind at 60 deg From Face with No Ice 80.00 0.3346 0.0277 0.4964
100.00 0.5418 0.0300 0.6868
120.00 0.814'I 0.0381 0.8774
� 130.00 0.9716 0.0410 0.9491 ..
'I50.00 1.3400 0.0467 1.2998
160.00 1.5386 0.0462 1.1451
170.00 1.7386 0.0461 1.2136
90.00 mph Wind at 90 deg From Face with No Ice 80.00 0.3351 0.0726 0.4968 �
100.00 0.5428 0.0174 0.6902
120.00 0.8'155 0.0222 0.8830
�30.00 0.9746 0.0239 0.9583 �
,
150.00 1.3435 0.0275 1.2895 1
160.00 1.5424 0.0270 1.1460
170.00 1.7426 0.0269 1.2190
o.0000 o.oaoo o.oaoo
Page 9
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