1000 LORING AVE - BUILDING INSPECTION (8) _ _
, . ��, 4t� `75 `L S �'
� The Commonwealth of Massachusetts
. � �� Depaztment of Public Safety
f� Massachusetts State Bwlding Code(780 CMIt)
Building Permit ApplicaHon for any Building other than a One-or TwaFamily Dwelling
� ('Chis Section For Official Use Only)
Building Permit Number: Date Applied: Building Official:
� SECTION 1:LOCATTON(Please indicate Block#and Lot#for locations fm which a street address is not available)
�1 o b � �. � o �a C s
� No.and Sheet City/Town Zip Code Name of B ding(if applicable)
SECTION 2 PROPOSED WORK
EdiHon of MA State Code used_ If New ConstrucHon check here O or check all that apply in the two rows bebw
Existing BuIlding❑ Repair O AlteraHon Addition❑ Demolition O (Please fill out and submit Appendix 1)
Change of Use ❑ Change of Occupanty ❑ Other ❑ Specify:
Are building ptans and/or construcHon documents being supplied as part of this permit applicafion? Yes No ❑ �
Is an Independent Stnxctural Engineer' Peer Review required? Yes ❑ No B� ,
Brief Description of Pro osed Work: < <. �
O G �1rP `�i 2G v�vt �— cA� -F X't,L 'W S / Fc
SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDTiTON,OR
CHANGE IN USE OR OCCUPANCY
Check here if an Existing Hnilding InvesHgation and EvalvaHon is enclosed(See 780 CMR 34) ❑
Existing Use Group(s): Pcoposed Use Group(s):
SEC7TON 4:BUILDING HEIGHT AND AREA
F.�cisting Proposed
No.of Floors/Stories(uulude basement levels)&Area Per Floor(sq.ft.)
Total Area(sq.h.)and Total Height(ft.)
SEC170N 5:USE GROUP(Check as applicable)
A: Assembly A-1❑ A-2❑ Nightclvb ❑ A-3 ❑ A-4❑ A-5❑ B: Business ❑ E: Educational ❑
F: Facto F-1❑ F2❑ H: Hi Hazazd H-1� H-2❑ H-3 ❑ H-4❑ H-5❑
I: InsHtuHonal I-1 ❑ I-2❑ I-3❑ I-4❑ M: Mercantile❑ R: ResidenHal R-1❑ R-2❑ R-3❑ R-4❑
S: Storage S-1❑ S-2❑ U: Urility Special Use�d please describe below:
Special Use: f ��
SECTTON 6:CONSTRUCTION TYPE(Check as ap licable)
IA O IB O IIA ❑ IIB ❑ IIIA O IIIB O IV O VA ❑ VB ❑
SE('TION 7:STfE INFORMATION(refer to 780 CMR ll1A for details on each item)
Water Supply: Flood Zone InformaHon: age Disposal: Trench Permit: Debris RemovaL
A Mench wID n Licensed Disposal Site❑
c�7 Check if outside Flood Zone Indicate m i required r trench or s ecify:
uvatd or indentify Zone: or on site s e�� permit is enclosed❑ ,� w('�t
Rdilroad right-of-way: HdzaTds to Air Navigation: MA Hisroric Commission Review Process:
Not Applicable� Is Stxucture within airport appr ach area7 Is their r w leted?
or Consent to Build endosed❑ Yes� or No� Ye� �
SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY
Edifion of Code: Use Group(s): Type of Conshvction: Occupant Load per Floor:
Dces the building contain an Sprinkler System?: Special Stipulations:
MA��.r�p y�� �2ip�.i� P4AlL.
SECITON 9: PROPERTY OWNER AUTHORIZATION
. . � Name and Address of Property Owner
� �{C C� �� ��v�r,�n,� 1,1,�i,.r� �Hee,,�utl �e S C 2�4G��
Name(Print) No.and Street City/Town Zip
� Property Owner Contact InformaHon:
lnoSew�ri�e ��.v�ri� �'Zs_�I -�� - _- ro�eu�nar�e,tacru _ a�wuo ,co�+�.
Title Telephone No.(business) Telephone No. (cell) e-mail address
If a licable,the pro erty owner hereby authorizes .n
r o _I�7 R�t�.Yy lU�e �Irrt,� /�.10v�f 1 K�--��
Name Street Address City/Town State Zip
� to act on the ro er ownei s behalf,in all matters relarive to work authorized b this buildin ermit a licafion.
SECTTON 10:CONSTRUCI'ION CONTROL(Please fill out Appendix 2) � �
ff buildin is less than 35,000 cu.k.of enclosed s ace and or not under Conshvction Control then check here�d ski SecHon 10.1
10.1 Re 'stered Pcofessional Res onsible for ConstrucHon Control
Name(Registrant) Telephone No. e-mail address RegistraHon Number �
Street Address City/Town State Zip Discipline Expiration Date
102 General Contractor
�inr��o iv� T-�Ie cnv�n
Co�any N me
, ax,���_ss i CJ - �86q27
Name of Person Responsible for Construction License No. and Type if Applicable
/� �S 4 u.v� l2 c c� �i �I�Ir�C0� � ��Z
Sheet Address City/Town State Zip
— �OLZ-�s - y90 �coomer�ev�,a� �e(�co►�n ,co t�-,_
Tele hone No. business Tele hone No. cell e- il address
� SECTION 11:WORKERS'COMPENSA770N INSURANCE AFFIDAVTT M.G.L.c.152. 25C 6
A Workers'Compensation Insurance Affidavit from the MA Deparhnent of Indushial Accidents must be completed and
submitted with this application. Failure to provide this affidavit will result in the denial of the is uance of the building permit.
Is a si ed Affidavit subadtted with this a licafion? Yes�No ❑
SECTION 12 CONSTRUCTION COSTS AND PERMTT FEE
Item Estimated Costs:(Labor ,.��a��
and MateriaLs) Total Co�vstrucrion Cost(from Item 6)_$ j
' 1.Building $ $ui]ding Permit Fee=Total ConstrucHon Cost x �� (Insert here
2.Electrical $ �- appropriate municipal factor)_$ ZZ�'UO
3.Plumbing $ �
4.Mechanical (HVAC) $ .--_ Note:Minimum fee=$ (mntact municipality)
5.Mechanical Other $ '— A
Enclose cherk payable to `\I� �" tl-�
6.Total Cost $ Z�dU` (� (contact municipality)and write check number here t-�'
SECTION 13:SIGNATURE OF BUILDING PERMTT APPLICANT
By entering my name below,I hereby attest under the pains and penalHes e�jury that all of the information wntained in this
application is true and accurate to the best owled e and u anding.
� ��-�Z7?4��Z !�
, Please print nd sign name � 0�C�j�le ,. ��1'eleph o. Date
I� �fi ��6'l
Street Address City/Town ate Zip
Municipal Inspector to fill out this secHon upon applicaHon approval: ��"'b �7 � ��
. Name � Date
�
� Appendix 1
� For the demolirion of struclures the building permit applicant shall attest that utility and other
service connections aze properly addressed to ensure for public safety.
Please fill in the information below and submit this appendix with the building permit
application. The building permit applicant attests under the pains and penalties of perjury that
the following is true and accurate.
Property Location(Please indicate Block# and Lot# for locations for which a street address is not
available)
�o 0o Ca �,�, v�� S a(�,. �- �����
No. and Street City/Town Zip Name of Building(if applicable)
For the above described property the following action was taken:
Water Shut Off? Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑
Gas Shut Off? ? Y� �o� Provider notified and Release obtained7 Yes ❑ No ❑
Electricity Shut Off. Y s o Provider notified and Release obtained. Yes ❑ No ❑
Y s o Provider notified and Release obtained? Yes ❑ No ❑
Other (if applicable)
Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑
Other (if applicable)
Appendix 2
Construction Documents aze required for structures that must comply with 780 CMR 107.The '
checklist below is a compilation of the documents that may be required for this. The applicant I
shall fill out the checklist and provide the contact information of the registered professionals
responsible for the documents. This appendix is to be submitted with the building permit
application.
Checklist for Construction Documents*
Mazk"x"where a licable
No. Item SubmiHed Incom lete Not Re uired
1 Architettural
2 Foundaflon �� ,
3 Strucfival r�• ���,
4 Fire Su ression �.
5 Fire Alarm ma re uire re eaters �
6 HVAC �
7 Electrical v
8 P(umbin include local connections
9 Gas Natural,Pro ane,Medical or other
10 Surve ed Site Plan Utilities,Wetland,etc.
11 S ecifications v
12 Structural Peer Review �/
13 Structural Tests&Ins ecHons Pro am fi�
14 Fire Protection Narrative Re ort
15 Existin Buildin Surve /Investi ation
16 Ener Conservation Re ort v
17 Architettural Access Review 521 CMR (r
18 Workers Com ensaHon Insurance ii'
19 Hazazdous Material Miti ation Documentation �,
20 Other S ec'
21 Other S ec'
22 Other S ec
*Areas of Design or ConstrucHon for which plans are not complete at the time of application submittal must be idenHfied hereui.Work
so identified must not be commenced until this application has been amended and the proposed consiruction document amendment
has been approved by the authority having jurisdicHon.Work started prior to approval may be subjected to tripie the origis�a[permit
fee.
Registered Professional Contact Information
�vc�,d� I`��r4v. Gro�G �-�-e S� �7 C'��,ci�aer4��,,"�k'�°joil �f91 �S
ame(Re 'strant�� Telephone No. e-maIl addzess �a egistration Number
600 5�4- �?ov�l„ �_ h!r'� Q " �.S— �'��� �
Street Addr City/Town State Zip Discipline ExpiraHon Date
Name(Registrant) Telephone No. e-mail address
Registration Number
Street Address Ci /Town State Zi p��P�e Expiration Date
Name(Registrant) Telephone No. e-mail address
Re�straHon Number
Street Address Ci jTown State Zi Discipline ExpirationDate
. � Massachusetts -Department of Public Safety
Board of 8uilding Regulations antl Standards �
. Cunstruction Supen�isur =
License: C$-0ggg27
``�,r'." ''�,.
JASON A R� -` ' - ',
21 LANCASTER ItD� n :
HAMPSfEAD N$ :;.� _
�a'�� �
��� �
J�r.-�if�. „ ,���` Expiration . � .
Commissioner O6/17/2015 � -
II . . . . . � . .
. � The Commonwealth of Massachusetts � rrinc rorm ,;�
Department of Industrial Accidents
. Office oflnvestigations
' 1 Congress Street, Suite 100 '
;� Boston, MA 02114-2017
www.mass.gov/dia
Workers' Compensation Insarance Affidavit: Builders/Contractors/Electricians/Plumbers
Anulicant Information Please Print Lesibly
N81I16 (Business(Organization/Individual);Empire Telecom LLC
Address:�6 Esquire Road
CiTy/State/Zip:B'��erica, MA 03862 Phone #:617-639-4908 _
Are you an employer? Check the appropriate bog: Type of project(required):
1.� I am a employer with �20 4. � I am a general contractor and 1
employees (fuli and/or part-time).* have hired the sub-contractors 6. ❑ New construction
2.❑ I am a sole,proprietor or partner- iisted on the attached sheet. 7. ❑ Remodeling
ship and have no employees These sub-contractors have g, � Demolition
workin for me in an ca aci employees and have workers'
S Y P tY• , 9. ❑ Building addition
[No workers' comp. insurance comp. insurance.*
required.] 5. � We aze a corporation and iu 10.❑ Electrical repairs or additions
3.� I am a homeowner doing all work officers have exercised their ll.Q Plumbing repairs or additions
myseif. [No workers' comp. right of exemption per MGL 12.0 Roof repairs
insurance required.] t c. 152, §1(4),and we have no Telecommunications
employees. [No workers' 13.�✓ Other
comp. insurance required.]
'Any applicant that checks box#1 mtist also fitl oui the section below showing their workers'compensation policy infarmation.
fi Homeowners who submit this affidavil indicating they are doing all work and then hire ouuide conhsctors must submit a new affidavit indicating such.
2Contractors that check this box must attached an additions]sheet showing[he name of the sub-contractors and state whether or not those entities have
emptoyees. If the sub-contrac[ois have employees,they must provide the'v workers'comp.policy number.
I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site
injormation.
Insurance Company Name:Zurich American Insurance Company
Policy#or Self-ins.Lic. #:WC5882534-01 Expiration Date:��14/2015
Job Site Address:JDbO C(�V'ClM �V� CitylState/Zip: .�(.X 1R-VY�� I"I'-1 ��c7'7�
Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date).
' Failure to secure coverage as required under Section ZSA of MGL c. 152 can lead to the imposition of criminal penalties of a
fine up to $1,500.00 and/or one-yeaz imprisonment, as well as civil penalties in the form of a$TOP WORK ORDER and a fine
of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwazded to the Office of
Investiga6ons of the DIA for insurance coverage verification.
I do hereb certi under the ains and enalties o er u thal the in o�mation provided above is true and correct
' avid P Cooper '�°-�° �°���°��°�� �
Sienature: ' ��`� Datefi2-�9-2014
Phone#:617-639-4908
Offuial use only. Do not wiile in thu area, to be completed by cify or town o,/)"�cial
City or Town: PermiULicense#
Issuing Authority(circle one):
1.Board of Health 2. Building Department 3. City/Town C1erk 4.Electrical Inspector 5.Plumbing Inspector
6. Ot6er
Contact Person: Phone#:
�.�
� � �. �� � . . � � . � �� - . ,��� � - � � � � �. �,,rt t�u,rrvr� � ,
1y1112014
., ,a►co�� CERTIFICATE OF LIABILf�Y �NSURANCE 1SSUiNG INSURER�S), A�THO�ED
THIS
NO R�GHTS UPON TRE CERTIFICATE H�E��UGES
`� TTER OF INPORPMtIQN ONLY AND CONFERS EN THE . �
T1VELY OR NEGAT�VELY��AMEND, EX7EN� �R AITER THE COVERAGE AfFORDED BY
C7 BE'NY� � subl�to
' THIS CERT�FICATE IS ISSUED AS A PM �t gUBROGA7�ON IS WA�D,
DOES N07 AFPORt�SU�NCE ppES NOT CONSTITU7E A CON7RA
CERTFICATE � endorsed. �not w��<<fgh�tO�e
BELOW. THIS-CERI7FICATE q{E CERTIfICATE HOLDER' � Iicy(iesl mu�t�� nt on this eertiflcate
(tEPRESENTATNE OR PRODUCER,AN� "c`�mey require an endorseme^t A$��^�
�MPORTANT: If the�e���holder is an ADDITIONA��NSURED,�P°
�f��C0I�8�I1� � NTPCT FAX .SSF)-0SZ"'IHBH
8, E p�e s Cloran
��r�and condttions of the P° . .
certlflea�holder in Iieu of such endorseme . P�NE ..8�6-082-gg00
e�ntServices, ina .raa�� .alexl5 cloran(a�a19.�°m Naca
°ROD�� 16535
rthur J.Gallagher Risk Manag N�� �ppDiN����6E
Galiagher MdnN�e �9682
' 220 Lake,Dme East iNsuaERp:Zu��Ame����nsurance Com e 20��
Cherty Hill NJ 08002 �Ng��B:Hartford Fire insura�cz Cam en
�
iNsuaERa:ACE Pro &Casual insurence C
� INSURED . INSURERD: .
t EmPire Telecom USA,lLC
INSURER E:
; �1501 st Avenue,Suite 6�� iNsuaEac: �VIS�ON NUMBER:
1 Kng of PNssia,PA 19406 icH THis
� 40541�$ RESPECT 70�
1 CERT�F�CATE NUMBER� CONTFYF+�T OR 07HER DOCUMENT NATH
; � � OyERpGES � �RM OR CONDRION OF AM' S .
Y T}{E pOLICiES �ESCftINED HEREIN IS SUBJECT TO ALL 7ME TERMS,
C TNE POL�CIES OF INSUFWNCE IISTEU BE��W��8 EN ISSUED TO TNE WSURED NAMED ABOVE FOR THE POUCY PE
� � .THIS IS TO CER'f�FY THAT REpUIREMETHE �NSURAN�E AFfORDEO ���
� INDICATED. NOPMTHSTANDING AM' �p�cv FF N��P . � �2.Opp.000 ,
CERTIFICATE A9AY BE ISSUED OFi MAY PERTAIN, �u�NUMeER � �y1412015 epCHOCCURRENCE
1 EXCLUSIONS AND CONDiT�ONS OF SUCH POLICIES.LIMITS SHOWN N�AY H�VE BEEN R y 4�0 4 v P� � � 5300.000
� �`� �� T y pEppINSURPN� L05b82532-�11 PREM E8 35.OW
{ . . . . . MFA EXP( rna Oe�°n) .
Y A .X� �MFRCIALGENERR�U�LITY E2.000,��
� - ClAIMS��E �aCUR � PERSONAL e ADV INJURY.: E4.000.00� .
GEµEML AGGREC+�.TE
PfiODUCTS-COMPlOPAGG $4,0�•�0
'� GEMLAC�GREGA�LIMRAPPLIEiPER: � � .. . . . . a1,000,��
pRO �'�OC �� y�412015 � Ee aca7e�l.-- g.
� �PoLICY�JECT yt4�14 - BODIIY,INJURY(Per7aBO�� --��
� - OTHER: � ' BAP�5882533A1� . . . . gpDILY INJURY(�t a�tletrt) 5 �-��
� A AU10M0&LE L1A�� . - � . � : . . . g .. .
{ X ANY�AUTO . . � . PeracdOeM. .� ES,�� -
�.OriTIED SCHEDULED �mP�CWlision D� .
� A{JTOS ' ry��ED , . . - g15.000,�� ' .
, HIREDAUTOS . AU105 � y14�014 � 12N4I2015� FACH�CURRF.NCE . .g15.�0�p'.
( � � AGGRECa4TE .
1� . . XppG27423N5 � _ .
i1 . �C X UMBPELIA 1JP8 � X �'OCCUR . � - . ` . �
CLAIMSt+�A�E � . . �2114f2�15 �X PEAT� Eq �
� IXGE63 W`e :. � � . . TJ74f2Qi4� . . gt,OW 000 .
� � 25-000 � . . . . .. . .
X R��{IONS 8253¢pt EL FACHACCIDEM'
� .DE� FAEMPLOYE 3�A�'� �
ryS��MpEN5ptI0N EL.DISENSE'
WORifE Y 1 N
A � pND EtFPtAY���uP&yE�ppTNE �N 1 A : � � EL DISFRSE"P�LICY LIMIT Ei.��� -
f999 pT1Y�PROPR1E70R/PARTN y . BPPLimiVDeduCUble �55��`B4OO�t55�0�0
� (M.�IIAs�NNXjEXCLUDEDY � . . � . . 12114@�15 51,000,000
� . y14YL014 � � Umil
�tya'•�8��� � 13UVMLE9182�
� . . DESCRIPT�ON OF OPEMT�ONS De�ow . . ' . . . .
8 ����d Equipmeni . ,
S . . . � ���.�Y ye�eq�B more sPace b re4WreE) . .
i . . . . . . . . �.. COFp101�Adaitltlone�R°meAw , . ' . . - . . . .
� p�cwvnonoFoveanTro"gr#CEOG27409878001
Professio�al Liability P°���'
s Policy Penod:12114120141?114120��omPa�y
1 Camer:ACE Ame�cx"�nsurence Limits
� OccuRencelAg9re9ate:$3MMi$3MM :
y orkers Compensation coverage applies to C7 S1ete•State Statutory
{ CANCELLATION
� . . . . . � WILL. BE DEIJVERE
� .CERTIFICATE HOL�ER SHpp�,p ANY OF THE A��DE�RIBEO POLIC�E$BE CANCE��BE
i . .. ,�E �Rp710N:DATE TFIEREOF, NO'��
. . ACCORDAp�E WITM THE�LICY PROV�SI�NS.
�t . . . � .. � � � � � .
� AT&T A�n¢�orsEaaESENrnme :
1 204Bunvell Rd ���� A �
j West HaveR CT 06516 USA ����
R p 1988-2014 ACORD CO.RPORE+TION. All ri9�r
! istered marks of ACORD
' Trye ACOR�name and logo are reg
,
i ACORD 25(201M071
� � •
• � • � �� •
��� . . • - -
. - • � • �
• . - . • - . . - • . . . -
. • - • • - - • • . • . -
a e��,'�'�:' "*r
my���' � ,
?uy �y.—'-.,. .�'- _ ,�M�'")a�NYn`,'� �t ' �
�� i� Jfi,°�3"s�`�� �`
!L��"xv � � fi��,,. eAi�dfJZ Q Y�`. �Ci x L'= .
�e
S".' . ��ir.� oi�: a :� +.,"���'.".'�'°°.e�'�i��'�� � l�V��'t'.'�� ��.t� ��.
'�T�'� Mkt � r.esanli • 4tfs�tw+- � � , -N! � �
w. i ��s . �n'�r +�'s' i+/✓ i� ' ' .� el bl 3�
�w...: " f'... . r * fi1M"f �
� r.a r+r• .s � 4 �
..�. , y � �. . . a - �� " • j1 � ! Ir
.�!� a '.".+.'r'w n�� y +++�� ��
� e� r � � �� r
'� . ' � A 1. M !� �,..!�!� � !! t 1 f �� {i
�F�_ . .l .t .
t �N� y�i�i�+ . r ��wYY� i7! T!
, `� "'��1r��. ' .. � . r�� �kN1H� ,lalk . .
y,, r � �
� . A � x� Y �� �Y"w.� '�� �"O�'�! '� p �',
��.•
� `"`.+..�:.�'�.�r� ._«w+���"�` +�,s,..�..�.*'�� , r�— � , .�i'1
�� �.
R.r ;- ""n""r„��K�� a - "".� ,
./ ' * <
.. � 8.'xa��-* i#YbE'�'�'.y � � ���� �"d'�y��y.�i�k� � �
�,�.�- � ''"._ k � r�e" ��' � � < �� . �.
�� ;� �.�r�'� � ;' .�
,��.�� ,.���,tl+�� �s3�.w;� .i�k
,
�
- � �• � � ��- . • �
, '^�..i.r�f
�
� � • 1 1
� �I` �,1'tid 1 '� i
� \�('+`,4. � .c
• • ��
� _ • • • • .�.:
.11 • •��• "" • • 1 • �'1
• •• - • � :
•
• • • ' • • • • •
- -
� n�Hudso ,�j
Design Groupuc ��
i
SCOPE OF WORK:
' Hudson Design Group LLC (HDG) has been authorized by AT&T to conduct a str�ctural
evaluation of the structure supporting the proposed AT&T eqvipment located in the
� areas depicted in the latest HDG construction drawings.
j This report represents this office's findings, conclusions and recommendations pertaining
€ to the supporl of AT&T's proposed equipment.
This office conducted an on-site visual survey of the above areas on November 25, 2014.
Attendees included Robert Harris �HDG-Senior Field Technicians).
CONCLUSION SUMMARY:
Building plans were not available and could not be obtained for our use. A limited visual
survey of the structure was completed in or near ihe areas ot The proposed work.
�, 4 Based on our evaluation, we have determined that the existing structure IS CAPABLE of
, � supporting the proposed equipment loading.
' �
II ; APPURTENACE/EQUIPMENT CONFIGURATION:
�
I � (3)OPA-65R•LCUU-H4 Antennas(48.0"x14.4"x7.3" W1. =57.0 Ibs. /each)(One per sector)
' (3j 800-10764 Antennas(55.2"x11.8"xb" Wt. =40.8 Ibs. /each)(One per sector)
(3)800-10121 Antennas(54.5"x10.3"z5.9" -Wt. =46.3 Ibs. /each)(One per sector)
(6) RRH (RRUS-11)(19.69"x16.97"x7.17")(Wt. =50.7 Ibs. /each)(Two per sector)
(3) RRH (RRUS-12)(20.4"x18.5"x7.5") (Wt. = 581bs./each)(One per secfor)
, (3)Squld Surge Suppressor(24"x9.7"e -Wt. =32.8 Ibs.)(One per sector)
E (3)9E Surge Suppressors(11.5"x10.4"x6.3"-Wt.=43.5 Ibs. /each)
� (12) Diplexen(Kathrein 782-10250)(7.7"x5"x2"-Wt. = 6.41bs. /each)
� (6)TMA's(Powervvave LGP21401)
I
�
s
I .
H �
udson �
,
Desi�h Groupuc
i
DESIGN CRITERIA:
1. Massachusetts State Building code latest edition, International Building Code
(IBC� 2009,and ASCE 7-05.
Wind Analysis:
Reference Wind Speed: 110 mph (780 CMR 1604.10)
3 Category: B (ASCE 7-OS Section 6.5.6.3)
Approx.structure height: 104'-b"+/-
Roof:
Ground Snow, Pg: 45 psf (780 CMR 1604.10)
i Occupancy Category: II �ASCE 7-05 Table 1-1)
, Importance Factor, I: 1.0 (ASCE 7-05 Table 7-4)
r Exposure Factor, Ce: 1.0 (Partially Exposed,Table 7-2J
{ Thermal Fpctor, Ct: 1.0 (ASCE 7-05 Table 7-3)
� Calculoted Flaf Roof Snow Load:
� Pf=0.7'Ce'Ct'I'Pg: 31.5 psf (ASCE 7-05 Equation 7-1)
� 2. EIA/TIA -222- G Structural Standards for Steel Antenna Towers and Antenna
Supporting Structures
� City/Town: Salem
County: Essex
Wind Load: 110 mph
Nominal Ice Thickness: 1 inch
3. Approximate height above grade to the center of the Antennas:
�
+ 118'-0"+/- (Alpha & Beta)
j 114'-b"+/- (Gamma)
Hudson d
Design Groupuc
� ANTENNA SUPPORT RECOMMENDATIONS:
• The new Alpha and Beta sector antennas are proposed to be mounted on the
existing pipe masts secured to the existing penthouse fa�ade with epoxy
anchors.
• The new Gamma sector antenna is proposed to be mounted on the existing pipe
mast secured to the existing equipment shelter fa�ade with thru bolts and backer
� plates.
f
� RRH's/SURGE SUPPRESSORS SUPPORT RECOMMENDATIONS:
The new RRH's and surge suppressors are proposed to be mounted on new and existing
o unistrut components secured to the existing shelter and penthouse fa�ades with epoxy
� anchors and/or thru-bolts and backer plates.
�
� Limitations and assumotions:
!
i
; 1. Reference the latest HDG construction drawings for all the equipment locations
details.
2. Mount all equipment per manufacturer's specifications.
3. All siructural members and their connections are assumed to be in good
condition and are free from defects with no deterioration to its member
capacities.
4. All antennas, coax cables and waveguide cables are assumed to be properly
installed and supported as per the manufacturer requirements.
5. HDG is not responsible for any modifications completed prior to and hereafter
, which HDG was not directly involved.
6. If field conditions differ from whaf is assumed in ihis report, then ihe engineer of
record is to be notified as soon as possible.
'� �
i,�
; H
• • ��. . .
G
, � . .
,� ,
�.-. �
�_ „,�^� �
k
� � �Fivt�
s-Yai;i 'W � �u�"
� � '
�'�� ..�. 7 m:.
�. '�� .i ,.... � � �
�� �
K'�n; . s t'wr c t�::¢ _.
��� � � � -.Y�a { /',��i_
I � �, i
�z � t-.
ti�� Q �
1 � I ��'
d ..1
� t �
.. E. � -Y§'�bd ' e ' ,�^ �.�.
A� t �
A � i r�
� �t . � ,*�� �� ,
.-a � . '� ,�. , ".
� �
_ ,
��3 . ���
" - oc . . -�- ..
.. , � �.'�' . . . �,.
�
.. . '��'� ,.
. ' n
` i
• • " • • • • • ' ' • • • • ' • • ' •
� .
s .n
r
�:�
I ��t „ �('Sy9�!
�
45
�.< .�..S . .
, � ' �•' � I �
� � G � � ��
� � �
y� r �
, .
�►.: � . F . . � . .
`1f . . . . .. .
�
•i ,� �
�;, � , . .. . . . ,t � . �
. e
('�r .. � ... .. Y' � � p� �
. .. . .. � � 3. . . .
� y
R. � �
a . �
i' V r�
� � �.:� �. � . . . � _ '. ..
. r� :�.�'.� �
�� = n�
. . - . . . . . - - . :: . . . .
r
,
a
{
Hudson �
' � Deslqn Groupuc ��/
` �
� �IELD PHOTOS:
c"r�r""'"""_"--r ,�-`' � �`""—^� ---.�.�
��.>b��`�aE f � � �� = .
a; ! . g , e �'�1
aV� i
�� �4v.` W 5 4 I�p. �(��
4^U'.�. I.ry i k �i� � t ;��w.�i
� A' ly}.Lb; �� w �'„� `'.G
1 � `y r`y��� y } .r
1.4�f�,�
I 4 � . 4`�i' �i o � qV�l��.
�I�`��'��' �'� a�
sfi;� „+„�, "�t�SS e .
` �,7�'�':t �pe c�7'�"���� � �z" ;i,'^ 2�`.'�..
P�' � ��' �e;1'�� i
� A dtya. n�. �
r
�..
� y r
4 + �. ` �t
�fM�'� � �.j.:x i i i Y" i� ...� .
S �, ,{ �
E � ,� � �, ,.�.. '. -. � �,�
,,. . F.�, ,
E ,� a
f
� I ll�I���� I -_
} �,� �„r��, , �
� ,,� .
ro
`y,���
� �
Photo 3:Sample phote illustrating the existing equipment frame.
, . ;_ '1^��� r ' ... � ' �*� `��;yiE .
..-� .y,. >�ro�`, t,< �rm i; +".:�tS U
wr �k¢.' i�,�,�,�n � i.:�
{�i �� ��� wi�l'hs {.,� ,
p� `�� _ "�
� �
t '° �.
� ,�..
� '� t i '
'�
� � � �
I ,�6 � �..��;� �, <
t ��' �
� '�
» .
u<
'a '�_
���,; �' s' _}�-
}
��.;...,..,
Photo 4:Sample photo illustrating The existing ATBT equipment at grade level.
, j
� �
� Hudson �
Desipn Groupuc ��
l
�
�
i
�
�
� Calculations
�
, . .
� ICE WEIGHT CALCULATIONS
i " �
` Project: MA3354
Thickness of ice: 1 in
� Density of ice: 56 pcf
I
�
� Weight of ice based on total radial SF area: (P)Antenna
� Depth(in): 7.3
� height(in): 48
Width (in): 14.4
Total weight of ice on object: 68 pounds ice
Weight of object: 57 pounds
Combined weight of ice and object: 125 pounds
I, � Wei ht of ice based on total radial SF area: E Ante n
g ( j n a
�li � Depth(in): 6
height(inj: 55.2
� Width(in): 11.8
Total weight of ice on object: 60. pounds fce
Weightofabject: 40.8 pounds
Combined weight of ice and object: 105 pounds
Weight of ice based on total redial SF area: (E) Antenna
� Depth(in�: 5.9
height f in): 54.5
Width(in): 10.3
Total weight of ice on object: 57 pounds ice
Weight of object: 46.3 pounds
Combined weight of ice and object: 104 pounds
Weight of ice based on total redial SF area: (E) RRUS-11
Depth�in): 7.17
height(in): 19.69
Width(in): 16.97
�y Total weight of ice on object: 31 pounds ice
1 Weight of object: 51 pounds
�
� Combined weight of ice and object: 82 pounds
� Weight of ice based on total radial SF area: (P) RRUS-12
� Depth(in): 7.5
height(in): 20.4
' Width(in): 18.5
Total weight of ice on object: 34 pounds ice
Weightofobject: 58 pounds
Combined weight of ice and object: 92 pounds
!
, ICE WEIGHT CALCULATIONS ICont.)
' Weight of ice based on total radial SF area: (E) Diplexer
1 Depth(in): 2
, height(in): 7.7
' Width(in�: 5
; Total weight of ice on object: 3 pounds ice
; Weight of object: 7 pounds
i Combined weight of ice and object: 10 pounds
I
� Per foot weight af ice: (E)2" Pipe
� pipe weight per foot: 3.66
pipe length(ft): 6
diameter(in): 2.38
E Per foot weight of ice on object: 3 pounds ice/ft
Total weight of ice on object: 17 pounds
Weight of object: 22 pounds
Combined weight of ice and object: 39 pounds
�
�
' ,
�
I
i
1
I
�
'
�
�
i
�
li
� �
� �
;
,
�
;
` Date: Ol/29/2015
ProJecf Number:MA3354
ProJecf Name:Salem Loring Avenue �MA0078� H udson �
+ Dealgned By: GH Checked By:MSC D�llpn GroupucQ
1
I
(
� 2.6.5.2 Velociri Pressure Coeff:
K==2.01 (z/z�)��° z= 118 (ft�
,. . _ s ,
�= 1200 (ft)
; � K,=��1�036! a= 7
� Kzmin5Kz52.01
� Table 2-4
Exposure � a K:,,,i„ Ke
B 1200 ft 7 0.70 0.90
� C 900 ft 9.5 0.85 1
D 700 ft 11.5 1.03 1.30
2.6.6.4 T000eraqhic Factor:
Table 2-5
Topo.Category Ki f
2 0.43 1.25
3 0.53 2
4 0.72 1.5
i
� Krt= I1+�Ke�4/Kn1�2 Kn=e(t•�ro
� � Kn= .pDIV/O! Kh= #DIV/0!
: Ke 0 (from Table 2-4�
(IfCateaory 1 then Ku=1.0 K,= 0 (from Tabie 2-5)
f= 0 (from 7able 2-5)
' Category= 1 z= 118
H= 0 (Ht.above surrounding terrain)
Kn= 1.00'
DaFe: O1/29/2015
ProJecf Number:MA3354 /�
' ProJect Name:Salem Loring Avenue (MA0078) H udson ` � �'y��
} Designed By: GH Checked By: MSC Dpl�ff GfOupuc �\�
I � �
2.6.7 Gust Effect Factors
2.6.7.1 Self Suaaortina Lottice Structures
Gh=1.0 Latticed Strudures>600 ft
, Gh=0.85 Latticed Structures 450 ft or less
Gh=0.85+0.15 [h/150-3.0] h=ht.of structure
` h= 118 Gh= � 0.518'
+ _.... _
� 2.6J.1 Guved Masts ��Gh= ! 0.85'
� _.�._.._._. -- - __._...
! 2.6.7.3 Pole Stroctures ��Gh=�" '�11
2.6.7.4 Structures Sunaorted on Other Structures
(Cantilivered tubular or lattited spines,pole,structures on buildings(ht. :width ratio>SJ
__ Gh��1:35 �h= 1.35
!
l
i
�
I
Date: O1/29/2015
ProJect Number. MA3354 ���\
Project Name:Salem Loring Avenue(MA0078) H udson ! I 1�1�
' Dealgned By: GH Checked By:MSC Design Groupu.���
i
i 2.6.8 DesiRn Ice Thickness:
�
� tiz=2.0*t�'"�*Kiz'"�K:t�o.35 t�= 1
' 1= 1
� t;� 2.27 Ki: 1.14
i
� Kzt= 1
KI�_ �Z�33�a.io�1.4
1 K�= 1.14
I' ' Calculating the weight of ice,the cross-sectional area of ice shall be determined by:
' Ai,=n*ti,*�D�+ti�) Dc= 55.2 (in) Largest Dim of Member
� �= 410.18
� 2.6.9 Desien Wtnd Load:
I
j F= qz*Gh*(EPA's)
I
( - 0.00256*K *K "K *V Z K- 1.036
� qz' z rt d maz z
Kzt- 1
, �
' I Q:= 30.49 Ka= 0.95
Umax 110
I
� Table 2-2
I (t Structure Type Wind Direction Probability Factor, Kd
` Latticed structures with triangular,
II �� square or rectangular cross sections 0,85
Tubular pole structures, latticed
�� � structures with othercross sections, 0.95
appurtenances.
G
i
�
�
i
� ' , _
f I
Date: O1/29/2015
Projeet Number:MA3354 �
Project Name:Salem Loring Avenue�MA0078) H udson �
; Designed By: GH Checked By:MSC Design Group«c �
r
O
�
�
Determine Cf:
If lattice Structure See Manual
If Tubular Pole Structure, Use Corrected Value from Table 2.7 Below
C
� C Round 18 Sided 16 Sided 12 Sided 8 Sided
mph.ft
, <32 1.2 1.2 1.2 1.2 1.2
� (Subcritical)
' 32 to 64 38.4/CIo 25.8/Co�s 12.6/Co.s�a 2.99/C°z63 1.2
i
, (Transitional)
' >64 0.6 0.65 0.75 1 1.2
i (Supercritical)
i
I �=O'"Krt"K=) � *�`�
Dp=Outside Diameter or Out To Out: 0.25 feet
; C= 27.99 Cf= 1.2
` ApDurtenances Heisht Width Deoth Flat Area Force Per Aopurtenance
(P)Antenna 48 14.4 7.3 4.80 237.1 (Ibs)
(E)Antenna 55.2 11.8 6 4.52 223.4 (Ibs)
1 (E)Antenna 54.5 30.3 5.9 3.90 192.5 (Ibs)
. (E)RRH 19.69 7 7.17 0.96 47.3 (Ibs)
(P) RRH 2O.4 8.5 7.5 1.20 59.5 (Ibs)
(E)Dip�exer 7.7 5 2 0.27 13.2 (Ibs)
-
�
{ _ .
� Site Number: MA3354
Site Name: Salem Loring Avenue(MA0078) HudS��,�
Done by: GH Checked by: MSC � ��D}�
' Date: 1/29/2015 n Group��r9
s
, CHECK CONNECTION CAPACITY(AIPHA& BETA SECTORI
Reference: Hi�ti HIT-HY 70 Hybrid Adhesive for Masonry
Epoxy Type= HIT-HYZO
� Anchor Dfameter= 3/8,in. --�
Embedment Depth= 3-1/2 in. (Min.)
' �3t�!
� Allowable Tensile Load= �� � A
i
j FYan= 915 Ibs.
� �jz.# 2�4!#�
f Allowable Shear Load= n �
� Fven= 8701bs. IJ
�
i
WIND FORCES �;Z� �
H =_=
�� Force F= 264 Ibs.
qz.� �I�
� W 1 B'1�
� �anvin��oa�s
� Ice and Eauioment 184 Ibs.
! No.of Su000rts= 2�
� No.of Anchors/Suoaort= 2
i
'� I Tension Desien Load/Anchor=
f,= 66.00 Ibs. < 915 Ibs. Therefore, OK I
Shear Desien Load/Anchor-
f„= 46.00 Ibs. < 870 �bs. Therefore, OK I
CHECK COMBINED TENSION AND SHEAR
fi/FT + f„/F� S 1.0
0.072 + 0.053 = 0.125 < 1.0 Therefore, OK I
Site Number: MA3354
� Site Name: Salem Loring Avenue (MA0078)
Done by: GH Checked by: MSC Hudson ,�p`'�
f Date: 1/29/2015 �+�n GroupuO�+
1
� CHECK CONNECTION CAPACITY(GAMMA SECTOR)
Reference: AISC Steel Construction Manual 9th Edition�ASD)
Anchor Type= Threaded Rod
� Anchor Diameter= 1/2 in.
Steel Grede= A36
Allowable Tensile Load= �3Z# �
FTen= 3750Ibs. � �_=_=-====
H
r Allowable Shear Load= q2#
� Fvan= 1940'.IbS. r�� 2(�N}�
�a �—�
i WIND FORCES
� 13t� I _ '
� Forte F= 264.Ibs. H I =_'�"
� qZ c
' GRAVINLOADS � �$�#
Ice and Equioment 1'84 Ibs.
No.of Sunoorts= 2
No.of Anchors/Su000rt= 2
Tension Desien Load/Anchor=
� f�= 66.00 Ibs. < 3750 Ibs. Therefore, OK I
i
j Shear Desien Load/Anchor-
f
� f� 46.00 Ibs. < 1940 Ibs. Therefore, OK !
; CHECK COMBINED TENSION AND SHEAR
�
fi/FT + f„/F� <_ 1.0
0.018 + 0.024 = 0.041 < 1.0 Therefore, OK !
- - �
�
. ,� _N,
,,,, � ,
' _ � ���
I� �� '�'yJ �
��������� �i '
April 22, 2015
City of Salem
120 Washington Street
3'd Floor
Salem, MA 01970
Attn: Thomas J. St. Pierre
Inspectional Services Director
RE: AT&T Upgrades— 1000 Loring Ave
Dear Mr. St. Pierre:
AT&T is in the process of a nationwide upgrade of their network. In order to accomplish
this upgrade, additional equipment that carry new frequencies need to be added to each
site. Enclosed please find the following for the above referenced site:
• 2 sets of plans for AT&T's proposed upgrades
• Building permit application
• Contractor Insurance information
• Structural Analysis
• Workmans Comp A�davit
• Building Permit Fee in the amount of$275
If everything meets with your approval, you can return the permit to me in the envelope
provided. I can be reached at (617) 877-2950 if you have any questions. �
Sincer ,
C
Timothy W. Greene
Enclosures
Empire Telecom
157 Riverside Drive
Norwell,MA 02061
PROJECT INFORMATION
SCOPE OF WORK: TELECOMMUNICATIONS FACILITY UPGRADE (WCS 2075): �� i
ROOFTOP: ' �� /� �
� REMOVE: (3) GSM/UMTS ANfENNAS �
�• INS7ALL: (3) NEW WCS ANTENNAS, (3) RRH'S, (i) SURGE ARRESTOR '
(2) DC POWER L�NES AND (1) FlBER RUN
,� EXISTING TO REMAIN: (12) LINES OF COAX, (2) DC PoWER UNES, (1) FIBER RUN, .
(1) SURGE ARRESTOR, (6) GSM/UM7S ANTENNAS, (6) RRH'S & (10) TMA'S �.,,��„V-
EOUIPMENT ROOM:
REMOVE: (1) TfCO DOUBLE WIOE CABINET
INSTALL: (i) POWER PLAM, (1) PURCELL CABINE7 & (2) LTE DUS SITE NUMBER: MA3354
BUILDING OWNER: LORING TOWERS SALEM
P.O.BO7C 117397
CARROLLTON, TX �5011 SITE NAME: SALEM LORING AVE. (MA0078)
SffE ADDRESS: 1000 LORING AVE
SALEM. MA 01970
LATRUDE: 42.48499' N 47 29' 6.0' N PROJECT: WCS 2015 UPGRADE
LONGINDE: 70.9081' W 70' 54' 29.16' W �
TYPE OF SITE: ROOFTOP / OUTDOOR EQUIPMEM
OVERALL
ROOF HFJGHT: 104'-6"f
RAD CENTER: P�LPHA & GAMMA SECTORS 718'-0"t & BETA SECTOR 714'-6'
DRAWING INDEX REV VICINITY MAP GENERAL NOTES
T-1 TITLE SHEET � DIRECTIONS TO SRE:
SfARf OUT GOING SOUIHWE5f ON COCHITUATE RD / MA-30 W TOWARD WHfiTIER Sf. 0.2 MI.
MAKE A U—TURN ONTO COCHITUATE RD / MA-30 E. 0.3 MI. MQtGE ONTO 1-90 E / MASS 1, 7F{�5 DOCUMENT IS THE CREA710N. DESIGN, PROPERTY AND COPYRIGHIED WORK OF AT&T. ANY �,
GN-1 GENERAL NOTES � PIKE / MASSACHUSEffS 7URNPIKE 70WARD JCT I-95 / BOSTON (POR710N5 TOLL). 22.7 MI. DUPLICATION OR USE WRHOUf IXPRESS WRlfTEN CONSENT IS SIRICTLY PROHI817ED. DUPUCATION I
KEEP S7RAIGHT ONTO SR-1A NORTH. 2.6 MI. KEEP RIGHT TO STAY ON SR-1A NORTH / BEACH AND USE BY GOVERNMENT AGENCIES FOR 7HE PURPOSES OF CONDUCTING THEIR LAWFULLY .,
ST. 0.1 MI. KEEP LEFT TO STAY ON SR-1A NOR'fFl / VFW PKNN. 0.3 MI. AT ROTARY, 7AKE AUiHORRED REGULATORY AND ADMINISTRATNE FUNCfIONS IS SPECIFlCALLY ALLOWED. i
A-1 ROOF PLAN 1 2ND EXIT. 4.4 MI. ?URN LEFf TO STAY ON SR—tA/MARKEf ST. 0.1 MI. TURN RIGHT TO STAY I
ON SR-1A / BROAD ST. 1.5 MI. TURN LEFf OMO BURRILL Sf. 0.4 MI. ROAD NAME CHANGES '
TO LORING AVE. 0.2 MI. ARRNE AT 1000 LORING AVE. ON THE LEFf. 2. THE FACIUN IS AN UNMANNED PRNATE AND SECURED EQUIPMENT INS7ALLATION. fr IS ON�Y !
A-2 EIEVATION& E�UIPMENT PLAN � ACCESSED BY TRNNED TECHNICIANS FOR PERIODIC ROU7INE MAIMENANCE AND THEREFORE DOES
NOT REQUIRE ANY WATER OR SANRARY SEWER SERViCE. THE FACILJN IS NOT GOVERNED BY
A-3 ANTENNA LAYOUT PLAN � REGULA710NS REQUIRING PUBLIC ACCE55 PER ADA RE�UIREMEMS.
3. CONTRACTOR SHALL VERIFY ALL PLANS AND IXISTING DIMENSIONS AND CONDITIONS ON THE JOB
e A-4 DETAILS 1 SITE AND SHALL IMMEDIATELY NOTFY THE AT&T REPRESEN�Ai1VE IN WRfTING OF DISCREPANCIES
BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR S4ME.
A-5 DETAILS �
RF-1 RF PLUMBING DIAGRAM � • ,
E-1 1-LINE DIAGRAM � .
.�;
G-1 GROUNDiNG DETAILS �
. � o
0
_�
.�
., ��,�
•, , - ,�` �2 HauRs rrt
�� ' � ? BEFORE YOU DIG T �
�
h�
� CALL TOLL FREE 888—DIG—SAFE OR DIAL 811
- n
�� '
UNDERGR VICE ALERT
�,tN �r SS
FP 9�,
SITE NUMBER: MA3354 � DEREK J. �
Hudson � EMP�RE telecom SITE NAME: SALEM�ORING �I� �10(} � CREASER � AT&T
oesi9ncrouw< AVENUE(MA0078) � �� i 03/13/15 6Stlm i0R CONSfPo1CfI0N � ������ �' TRLE SHEET
16 ESQUIRE ROAD p as/o3/t3 65um iax xtviex NR ,dn �;3'd.`� (WCS 2015)
BIILERICA� h7n 01862 1000 LORING AVENUE
« ismosc000nxen TEL: (978) 608-8400 SALEM, AIA 07970 550 COCHITUATE ROAD �� � �s�o�+s ev CXK 'D � F, � �ao uwam ow�wmo xtx�evt �v
u��uoo Ev a�Mnoie�sE� i��:l9,ei�xs�see ESSD( COUNTY FRAMINGHAM, MA 01707 sr�F: rs s�wm o�nrim at: Hc OFMWN HY: YR �F� ��'IST�RF'.��j 54.01 T-1 1
� IV,L "�
GROUNDING NOTES GENERAL NOTES
' 1. 7HE SUBCOMRACTOR SHALL REVIEW AND INSPECT 7HE 1. FOR THE PURPOSE OF CONSTRUCf10N ORAWING, THE FOLLOWING 15. ALL STRUCTURAL STEEL WORK SHALI. BE DETNIED, FABRICA7ED AND
DEFlNRIONS SHALL APPLY: ERECiED IN ACCORDANCE WfTH AiSC SPECIFlCA7IONS. ALL 57RUCTURAL
IXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING COMRICTOR - EMPIRE SiEEI SHALL BE A5RA A36 (Fy = 36 ksi) UN�ESS OTHERWISE NOTED.
` PROTECfION SYS7EM (AS DESIGNED AND INSTALLED) FOR SUBCOMRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) pIPES SHAIL BE ASfM A53 TYPE E (Fy = 38 ksi). ALL SiEEL EXPOSED
SiRICT COMPLIANCE WITH 7HE NEC (AS ADOP(ED BY THE OWNER - AT&T MOBiL1TY TO WEATHER SHALL 6E HO7 DIPPED GAWANIZED. TOUCHUP ALL SCRATCHES
AHJ), hIE SffE-SPECIFlC (UL, LPI, OR NFPA) IJGHTING NND OiHER MARKS IN h1E FlELD AF7ER SfEEL IS EREC7ED USING A
PROTECTION CODE, AND GENERAL COMPLIANCE WfTH Z. PRIOR 70 THE SUBMISSION OF BIDS, THE BIDDING SUBCONTt7ACTOR SHALL COMPATIBLE ZINC RICH PAIM.
VISIT 7HE CEIL SITE TO FAMILIARIZE WITH THE IXISTiNG CONDfTI0N5 AND TO
TELCORDIA AND TIA GROUNDING STANDARDS. THE CONFIRM 7FWT 7HE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE 16. CONSTF2UCTION SHALL COMPIY WITH SPECIFlCA710N5 AND 'GENERAL
SUBCOM'RACTOR SHALL REPORT ANY VIOLATIONS OR CONSR2UCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT i0 CONSTRUCTION SEtMCES FOR CON5RtUC710N OF AT&T MOBILITY SfTES.'
ADVERSE FlNDINGS TO THE CONiRACTOR FOR RESOLUTION. 7ME ATfEN710N OF CON7RACTOR.
3. ALL MATERIALS FURNISHED AND IN5TALLED SHALL BE IN SfRICT 17• SUBCOMRACTOR SHALL VERIF1' ALL IXI5f1NG DIMENSIINJS AND
2. ALL GROUND ELEC'R20DE S1'S1EM5 (INCLUDING ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS. AND ORDINANCES. CONDRIONS PRIOR 70 COMMENCING ANY WORK. ALL DIMENSIONS OF
TELECOMMUNICATION, RADIO, IIGHTNING PROTECIION, AND SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH �ISi1NG CONSfRUC770N SHOWN ON THE DRAWINGS MUST BE VERIFlm.
ALl LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY SUBCONTRACTOR SHALL N071FY THE COMRACTOR OF ANY DISCREPANCIES
AC POWER GES'S) SHALI. BE BONDED TOGETHER, AT OR PUBLIC AUfHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK PRIOR 70 ORDERING MATERIAL OR PROCEEDING WRH CONSTFtUCT10N. �
BELAW GRADE, BY 7W0 OR MORE COPPER BONDING CqRRIED OUT SHALL COMPIY WITF1 All APPLICABLE MUNICIPAL AIJD U�ILf1Y �B. iHE IXISfING CELL SRE IS IN FULL COMMERCIAL OPERA710N. ANY
CONDUCTORS IN ACCORDANCE WITH THE NEC. COMPANY SPECIFlCA710NS AND LOCAI JURISDIC710NAL CODES. ORDINANCES AND CONSTFtUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPT hIE EXISfING
APPLICABLE REGULA710N5. NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE
3. THE SUBCONfRACTOR SHALL PERFORM IEEE COORDINATED WITtI CONT1tACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR
FALL-OF-POTENTIAL RESIS(ANCE TO EARfH TESTING (PFR IEEE 4• DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE W7ENDED pp� qppqppRIATE MAINTENANCE WINDOW USUALLY IN LOW 7HAFFlC PERIODS
1700 AND 87) FOR NEW GROUND ELEC7RODE SYSiEMS. THE TO SHOW OUTLINE ONLY. AFfER MIDNIGHT.
SUBCOMRACTOR SHALL FURNISH AND INSfALL 5. UNLESS NO7ED O7HERWISE, 7HE WORK SHALL INCLUDE FIIRNISHING 19. SINCE THE CELL SITE IS ACTIVE, ALL SIFEIY PRECAU710NS MUST BE
SUPPLEMENTAL GROUND ELECTRODES AS NEEOED TO ���� EQUIPMENT, APPUR7ENANCES, AND LABOR NECESSMY TO COMPLETE TAKEN WHEN WORKING AROUND HIGH LEVEtS OF ELECTROMAGNEi1C
ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. ALL INSTALLA710N5 AS INDICA7ED ON THE DRAWINGS. RqpIqTION. EOUIPMENi SHOULD BE SHIRDOWN PRIOR TO PERFORMING ANY
8. 'KfTTING LISY SUPPLIED WfiH THE BIO PACKAGE IDEN�FlES REMS 'f}iAT 'NORK THAT COULD IXPOSE THE WORKERS.TO DANGER. PERSONAL RF
4. METAL RACEWAY SHALL NOT BE USED AS THE NEC N7LL 8E SUPPLIm 8Y CON7RNCTOR. REMS NOT INCLUDED IN iHE BILL OF IXPOSURE MONRORS PRE ADVISED TO BE WORN TO ALERT OF ANY
REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDEO MATTERIALS AND KITTING LJST SHALL BE SUPPLIED BY THE SUBCONTHACTOR. DANGEROUS IXPOSURE LEVELS.
COPPER CONDUCTORS WffH GREEN INSULA710N, SIZED IN 7, 7HE SUBCOMRACTOR SHALL INSTALL ALL E�UIPMEM AND MATERIALS IN 20. APPLICABLE BUILDING CODES:
ACCORDANCE WRH THE NEC, SHALL BE FURNISHED AND ACCORDANCE WITH MANUFACTURFR'S RECOMMENDATONS UNLESS SPECIFlCALLY SUBCONiRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL,
INSTALLED WITH THE POWER CIRCUfIS TO BTS E4UIPMENT. STqTED O7FiERWISE. �ATE. AND LOCAL COOES AS ADOPTED 81' THE LOCAL AUfHOR1TY HAVING
JURISDtCT10N (AHJ) fOR lNE LOCATION. THE EDRION OF THE AHJ ADOPrED
8. tF hIE SPECIFlED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE CODES AND SfANDARDS IN EFFECT ON THE DATE OF CONTR4CT AWARD
5. EACH BTS CABINEf FRAME SHALL BE DIRECTLY DRAWINGS, THE SUBCONTRACTOR SHAIL PROPOSE AN ALTERNA7NE INSiALLA710N SHALL GOVERN THE OESIGN.
CONNECTED TO THE MASTER GROUND BAR Wff}i GREEN SPACE FOR APPROVAL BY iHE CAMRACTOR. BUI�DING CODE: MA STA7E BUILDING CODE 780 CMft eTH EDITION, �
INSUtATED SUPPLEMENTAL EOUIPMENT GROUND WIRES, 6 �� 2�
9. SUBCOMRACTOR SHALL DEfERMINE ACTUAL ROUTING OF CONDUR, POWER ELECTRICAL CODE: REFER TO ELECTRICAL DRAWINGS
� AWG STRANDED COPPER OR IARGER FOR INDOOR BTS 2 AWG qND Ti CA8LE5, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING UGHTENING CODE: REFER TO ELEC7RICAL DRAWINGS
STRANDED COPPER FOR OlRDOOR BiS. AND 7ELC0 PLAN DRAWING. SUBCONTNACTOR SHALL UT'IIJZE EXISTING 7RAY5
AND/OR SHALL A�D NEW TRAYS AS NECESSARY. SUBCONTRACfOR SHALL SUBCONTRACTOR'S WORK SHALL COMPLY WfTH THE LA7EST EDRION OF THE
6. IXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONFIRM THE ACiUAL ROUTING WITH THE CONTRACTOR. FOLLOWING STANDARDS:
' CONNECTIONS BELOW GRADE AMERICAN CONCRETE INSTffUTE (ACI) 318: BUILDING CODE
10. THE SUBCONTRACTOR SHALL PROTECT IXISfING IMPROVEMENTS, REQUIREMENTS FOR STRUCTURAL CONCREfE;
7. APPROVED ANTIOXIDAN� COATINGS I.E., CONDUC7IVE GEL PAVEMEPI�S, CURBS, LANDSCAPING AND SfF2UCTURES. ANY DAMAGED PART
� SHALL BE REPAIRED AT SUBCON7RACTOR'S EXPENSE TO THE SA7ISFACTION OF pMERICAN INSTTNTE OF STEEL CONSTRUCf10N (P15C)
OR PASTE) SHALL BE USED ON ALL COAAPRESSION AND OWNER.
BOL7ED GROUND CONNECTIONS. MANUAL OF SfEEL CONSTRUC710N, ASD, FOURfEENiH EDRION;
ii. SUBCONTRACTOR SHALI LEGALLY AND PROPERLY DISPoSE OF ALL SCRAP ,
8. ICE BRIDGE BONDING CONDUCTORS SHAL1 BE �T�U� SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE ��COMMUNICATIONS INDUSfRY ASSOCIATION (TIA) 222-G,
EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND FXISTING FAqLRY. ANTENNAS REMOVED SHAIL BE RENRNED TO THE OWNER'S �UC7URAL STANDARDS FOR 5fEEL �.
DESIGNA7ED LOCATION. �.
hIE TOWER GROUND BAR. ANTENNA TOWER AND ANTENNA SUPPORTING STRUCNRES; RFFER '
12. SUBCONTRACTOR SHAIL LEAVE PREMISES IN CLEAN CONDffION. TO ELECTRICAL DRAWINGS FOR SPECIFlC ELECTRICAL SfANDARDS. '.
9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL 13. ALL CONCREfE REPAIR WORK SHALL BE DONE IN ACCORDANCE WffH '�
CONDUCTOR SHALL N0T BE USED FOR GROUNDING AMERICAN CONCREfE INSTfTUTE (ACI) 301. FOR ANY CONFiJCTS BEfWEEN SECTIONS OF IJSTED CODES AND STANDARDS �,,
CONNECTIONS. REGARDING MATERIAL. METHODS OF CONSiRUC710N, OR OTHER �.
14. ANY NEW CONCRETE NEEDED f'OR THE CONSTRUC'fION SHALL BE REQUIREMEMS, 7HE MOST RESTR�CTNE REQUIREMENT SHALL COVERN. ��.
AIR-INTRAINED AND SHALL HAVE 4000 P51 SR2ENGTH AT 28 DAYS. ALL M'HERE THERE �S CONFlJCT BEfWEEN A GENERAL REQU�REMEN7 AND A .
10. MISCEILANEOUS ELECTRICAL AND NON-ELECTRICAL CONCRElE WORK SHALL BE DONE IN ACCORDANCE WfTH ACI 318 CODE SPECIFlC REQUIREMENT, hIE SPECIFlC REQUIREMENT SHALL GOVERN. '��
METAL BOXES, FRAMES AN� SUPPOR75 SHAIL BE BONDED REQUIREMINiS. ���,
TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. ��
71. MEfAL CONDUIT SHALL BE MADE ELECTRICALLY ABBREVIATIONS
CONTINUOUS WfTFi IISTED BONDING FITfINGS OR BY
BONDING ACRa55 hIE DISCOMINUI7Y WITH 6 AWS COPPER .. AGL ABOVE GRADE LEVEL G.C. GENERAL COMRACTOR RF RADIO FREQUENCY
WIRE UL APPROVEO GROUNDING IYPE CONDUIT CV+MPS. AWG AMERICAN WIRE G4UGE MGB MAS7ER GROUND BUS
12. ALL NEW STRUCTURES WITH A FOUN�ATION AND/OR FOOTING HAVING 8CW BARE COPPER WIRE MIN MINIMUM TBD TO BE DETERMINED
20 Ff. OR MORE 1/2" OR GREATER ELECTRICALLY CONDUCTNE 875 BASE TRANSCEIVER SiAT10N PROPOSED NEW 7BR TO BE REMOVED
REINFORCING STEEL MUST HAVE IT BONDm TO THE GROUND RING IXISTING IXISfING N.T.S. NOT TO SCALE 78RR TO BE REMOVED
USING AN EXOTHERMIC WELD CONNEC710N USING �2 AWG SOLID qND REPIACED
'. TiNNED COPPER GROUND WIRE, PER NEC 250.50 EG EQUIPMEM GROUND �FCF j�S RENCE TMP �I�
EGR EQUIPMEM GROUNO RM �p-� R� ED
SITE NUMBER: MA3354 � DEREK J. �
SITE NAME: SALEM LORING �� a l0(l �= CREASER � AT&T
Hudson � EMP�RE telecom �� �
oeuyn�raup�� AVENUE(MA0078) i os/is/is ssVm ron cor+smucnox ���� "' GENERAL NOTES
16 ESQUIRE ROAD 0 02/03/19 65Um FOX REVIEW uR ,�C� r �.�5 WCS 207$
eILIERICA, MA 01862 1000 LORING AVENUE � �
16WOSGOObSiREE1 TEL: (978) 608-8400 SN.EM, MA 019�0 550 COCHITUAiE ROAD No. MlE xEvisoxs ev cw[ b !��. - uYBFR oMWWa NUMBER FEV
B116DING]ONORiH.50RfbSY1 ifl: l9]B�55I555] ESSIX COUNIY Cb� �O
H.nuoov[c.w,aie.s rnx�v�e�vsssee FRAMINGHAM, MA 07701 5�: q5 SHp� p65CNm BY: HC oN.��wn BT: NR �F,r„_ STC r�� 4.01 GN-1 1
� U � p
NOTE:
, . REFER 70 STRUCTURAL ANALY515
BY: HUDSON DESIGN GROUP, LLC,
DA7ED: JANUARY 30, 2075
� FOR THE CAPACIN OF THE
E%ISTING ANTENNAS EXISTING STRUCTURES TO SUPPO
" t BY O7HER5 (IYP.) THE PROPOSED EOUIPMENT.
.• /�.9, Lu2TE:
u�>
///��� REFER TO hIE FINAl. RF DATA
0����� ExISTING SKYLIGHT SHEET FOR FINAL AN?ENNA
+ ��Y SETfINGS.
E%ISTING HVAC
E�UIPMENT /�
/j� (iYP.) o � //ao\\
Uc�V pA�IINE ALL VISIBLE PROPOSED
� �� � SURRO N�IN S�ATCH EXISTING
EXISTING EOUIPMENT� �
BEHIND SCREEN WALL
E%IS11NG RRH (iYP. OF 2 PER �
SECTOR, TOTAL OF 6)
PROPOSED WCS ANTENNA
(IYP. OF t PER SECTOR, PROPOSED RRH (NP. OF 1
TOTAL OF 3) PER SECTOR, TOTAL OF 3)
PROPOSED SURGE
�� ARRESfOR (1YP. OF 1 .
PER SECTOR, TOTAL OF 3)
� � E%ISTING E3UIL�ING
EXISTING PEIJTHOUSE AN� '��.
EX�STING PENTHOUSE ROOF ACCE55 � '�,
E%ISTWG SHELIER BY
EXISTMG CABLE 1RAY WITH OTHERS (NP.)
(6) LWES OF 1-5/8" COAX
TO REMAIN, (6) TO BE �
REMOVE�, ('e'.) DC POWER
,____..___""'...............
LMES & (t) FIBER RUN TO EHISTING (7) GSM/UMTS
REMAIN —
� & (7) LTE AMENNA TO
REMAIN (TVP. OF FACH
SECTOR)
EXISTING SURGE ARRESTOR
(TYP. OF i PER SECTOR,
TOTAL OP 31
IXI5fINC Qc PROPOSED ATdR �
E�UIPMENf ON GROUND � EXISTING CA�LE TRAY (7YP.)
��� I
o�rro'�'an� ROOF PLAN / 1�
N �5.� 22x34 SCALE: 1/16'=1'-0" A-1 0 8'-0'16'-0' 3P'-0' 48'-0'
MrAd� 71z17 SCALE: 1/32'=1'-0"
Mom" P�F� OF Mqss�c
SITE NUMBER: MA3354 �'', c CREASER ✓� AT&T
'�' SITE NAME: SALEM LORING �� �}p_} o
� Hudson � EMPIRE telecom av�� � ROOF PLAN
Dealgn GraupucO 16 ESQUIRE ROAD AVENUE (MA0078) �a« i w/+�/+s rssuco ron wr+smucrwx
BILLERICA, MA 01862 1000 LORING AVENUE o oz/w/is rssum voa xEviex �re ,Jn �� �S (WCS 2015)
- Iswosc000sfcEfr SALEM, MA 079�0 N0. b11E REV45�OM5 6Y CHN MBER ORnWMC NUMBER REV
TEL: (978) 608-8400 550 COCHINATE ROAD CiSTc��
BIIM1OWGRONORiH.511RE309� iEL�9IB�S5)S55] ESSEX COUNT' FR4MINGHAM, MA 01701 g�: ,� sNuam D6iGnm Bf: NC oR�wN Bf: Wt F` � F' �
N..�NOOVfR,MA018<5 fA%:�WB�]]63506 ,C �.�C1 54.�� A—� �
�UN .L C�
ns�:
PROPOSED WCS ANfENNA (7YP. OF 1 PER
- � SEGTOR, TOTAL OF 3) REFER TO STRUCTURAL ANALY515
BY: HUDSON DESIGN GROUP, LLC,
70P OF E%ISTING PENTHOUSE ExISTING p{tpppSm RRH (IYP. OF 1 PER SECTOR,
PENTHOUSE �ATED: JANUARY 30, 2015
�ELEV. 121'-0"t A.G.L. TOTAL OF 3 FOR iHE CAPACIN OF THE
D(ISTING STRUCTURFS TO SUPPo
' THE PROPOSED E�UIPMENT.
� OF PROPOSm AND D(ISIINC
�� AT&T ANTENN/4S ALPHA & BETA SECTO�_ EXISTING (1) GSM/UMTS & (1) LTE ANTENNA TO
�ELEV.118 O�t AG.L REMAIN (NP. OF EACH SECTOR) NO7E:
� OF PROPOSW AND IXI5fING
{�At&T ANI'ENNlS (GAMA44�CTOR ExISTING RRH TO REMAIN (NP, oF 2 PER SECTOR, REFER 70 THE FINAL RF DATA
Y ELEV 114'-8�3 AGA. TOTAL OF 6) SHEEf FOR FlNAL ANTENNA
TOP OF E%ISTING TOWER SEfTINGS.
ELEV. 104'-6"t A.G.L EXISTING SURGE ARRESTGR (TYP. OF t PER SECTOR,
TOTA� OF 3)
"'____' _ __'_ _____ __'_ ___ ' NOTE:
� � � � PA�NT A � VISIB � PROPO D
Fp I�pM NT TO MeT H XI�nN
; PROPOSm SURGE SURROUNDINGS
; ARRESTOR (IYP. OF I PER
; SECTOR, TOTAL OF 3)
� EXISTING ANTENNAS
BY OTHERS (TYP.)
EXISTING BUILDING
� ExISTING
�IPLE%ER E%ISTING AC PANELS
E%ISTING CABLE _, (ABOVE)
TRAY
� PROPOSED UNDERGROUND
� . 2'0 CONDUR FOR POWER
EXISTING BUILDING CABINET AC FEED
� EXISTING ICE BRIDGE � PROPOSW RELOCAlE E%ISfING
� � ExISTiNG � � CCU, TRUE POSRION AND
� EXISIING SURGE i RXAI7 � CANOGA PERKMS FROM TYCO
� SUPPRESSOR �\ / CABINET ' �� CABINE7T0 NEW PURCELL
� � ISTINC NCO DOUBLE WIDE
PROPOSm (2) L7E � - /� � � CABINEf TO BE RDAOVED
DUS IN IXISTING --� E%ISi�NG � �
" PURCFIL CABINET � � RBS 3t06 I 1 PROPOSm DC POWER
� ExISTING PURCELL � � CABINEf I ' i PUWT TO REPLACE
CABMET L_J � I I IXISIING 1YC0 CABINET
1
- . E%ISiING LTE GPS �
AM1'TENNA ON E%ISTING EXI>TWG J
H-FRAME NOKIA
EXISTING CABLE TRAY WITN E%ISiING (6) RRU � GSM
(6) LWES OF 1-5/8" COAX � UNITS ON EXISTING —
TO REMAIN, (6) TO BE ry-FRAME �
REMOVED, (2) DC POWER / �
LWES & (1) FlBER RUN TO \
REMAIN EXIST�NG CHAW LINK � ♦ �
� FENCE � � _ �
�
EXISTING CONCRETE PA �� ,
EXISTING GPS ANTENNA
EXISTING GPS ANTENNA I 1
MOUNTED TO ICE BRIDGE MOUNTED TO ICE BRIDGE
IXISIING k PROPOSED ATdcT
� EXISTING ACCESS GATE
EQUIPMINf ON CONCREfE PAD
no�rtrX
� ExisnNc sTAiRs ���k� EQUIPMENT LAYOUT ��
EXISTING CHAIN LINK FENCE AND SIDE �= �ypNEtl� 2$x34 SCALE: 1/2�=1�-0' A-2 0 1'-0' 2�-0' 4'-0" 6�-0�
(TYP.) ENTRANCE N� 71z17 SCALE: 1/4"=1'-0"
GROUND IEVEL
ELEV. 0�-0"t A.G.L.
PARTIAL WEST ELEVATION �+�
22x34 SCALE: 1/8'=1'-0" A-Z 0 4'-0' 8'-0' 16'-0' 24'-0'
itzt7 SCALE: 1/16'=7'-0"
�P�'�H �F �S'S,9C'
� DEREK J. �
SITE NUMBER: MA3354 ^�^"� n s AT&T
Hudson � EMP�IRE telecom SITE NAME: SALEM LORING �L�J � CRCIVSER N
Deslyn Groupuco AVENUE (MA0078) �/ ���� 1 0.1/13/15 65Um FOP CONSINUClION ELEVATION dc�EOUIPMENT PIAN
16 ESQUIRE ROAD �/ o o3/as/�s Bsum roa RE�IEW iu+ .J� .�"'�.`� (WCS 2075)
BILLERICA, MA 01862 1000 LORING AVENUE
� IEW OSGOODSIRfEi SALEM� MA O�B7O 550 COCHITUATE ROAD �� �� ��HS 6/ CXK 'p �(�� ` JO NBFR UMWINO NUNBER PEV
BUILOWGX1NORiH.50RE]OPo �Eb �9I0)$5]S55] TE�: (978) 608-8400 CCI `�
x.nNoovca.�.woieas iR%:�9]9�]3635% ESSIX COUNTf FR4MINGHAM, MA 01701 scus: ti5 SHwvm omrt�m a�: Ht duvm e/: we �`F.� STER �� ' S4.01 A-2 1
�� � �.
NOTE.
_ REFER TO S71tUCTURAL ANALYSIS
HY: HUDSON �ESIGN GROUP, LLC,
DATED: JANUARY 30, 2015
EXISTING DISH ANTENNA FOR THE CAPACIN OF THE
EXIS7ING DISH ANTEkNA BY OTHERS (7YP.) EXISTING STRUCTURES TO SUPPOR
' BY O7HER5 (TYP.) THE PROPOSED EQUIPMEM.
y EXISiING SURGE ARRESTOR TO EXISTMG SURGE ARRESTOR TO
�REMAM (TYP. OF 1 PER SECTOR, �REMAW (TYP. OF 7 PFR SECTOR, NOlE:
TOTAL OF 3) TOTAL OF 3)
ALPHA EXISTING TMA TO REMAIN EXISTING TMA TO REMAIN REFER TO THE FINAL RF DATA
SECTOR � (TOTA� OF 2 PER BETA (TOTAL OF 2 PER 6ETA SETTINGS.R FINAL ANTENNA
LTE SECTOR) ALFHA SECTOR)
Ek6TING (1) GSM/UMTS � '0' ^ PROPOSED WCS ANfENNA SECTOR ^ E%ISTING RRH TO REMAIN
ANTENNA TO BE REMOVED q�pHq � ` EXISTING RRH TO REMAIN (7YP• OF 1 PER SECTOR, � LTE � �(ryp, OF 2 PER SECTOR. NOiE:
(T'P. OF EACH SECTOR) SECTOR �(TYP. OF 2 PER SECTCR, T�T� �F 3� �� �0' TOTAL OF 6) PAINT ALl VI�IBLE PROPOSE�
GSM/UMTS 10TAL OF 6) �R gE7q FOUIPMENT T� AIATCH D(ISTMG
ALPHA � 50' A�PHA ! A�$ SECTOR SURROUN�INGS
SECTO:� BETA SECTOR � y�. �--yGSM/UMTS
GSM�UMTS SECTOR EXISIING (1) GSM/UMTS \ GSM/UMTS i8�' pRpppggp SURGE
GSIA/UMTS & (1) LTE ANiENNA TO � so•
50' 1g0'—�- REMAIN (TVP. OF EACH � �,e ARRESTOR (lYP OF 1 PER
EXISTMG 1MA TO REMAIN SFCTOR) EXISTING iMA TO REMAW � 86�pg SECTOR. TOTAL OF 3�
BETA (NP. OF 4 PER ALPHA �. ��
(1VP. OF 4 PER ALPHA SECTOR 19�'
i
�—��GSM/UMTS & GAMMA SECTORS, yJ ��
& GAMMA SECTORS, TOiAL OF 8)
iOThL OF 8) 180' '�
� EXISTWG (1) GSM/UMTS
� E%ISTING PENTHOUSE i
EXISTING PENTHOUSE i & (1) LTE ANTENNA TO
��� �� SECTOR)(�P OF EACH
BETA BETA
SECTOR SECTOR
LTE 190' LTE 190'
PROPOSED RRX ('IYP. OF 1
PER SECTOR, TOTAL OF 3)
_ _____________ _____ __�
_ __'__'__________'_'
___ 1
i �
�
l I
I 1 � �
/ \ ,
EXISTING VtRIZON GAMMA GAMMA GAMMA c%ISTING VERIZON
EQUIPMENT SNELTER SECTOR [/ SECTOR SECTOR E�UIPMENT SHELTER GAMMA G�e GAMMA
� LfE I GSM/UMTS �GSM�UMTS � SELTH R ��R 'GSM�UIdTS
EXISTWG DOORS 2d5' Zgs� Z85• Ex15TING DOORS 285' �, 285'
E%ISTING STAIRS EXiSTING STAIRS &
&LANDING IANDING
� . �NO��+ PROPOSED ANTENNA PLAN �1
EXISTING ANTENNA PLAN �� g �k� SCALE: N.T.S A-3
u',��y'� SCALE: N.T.S A-3 ��
��N �F �SS
�? qc
�s DEREK J. �'
SITE NUMBER: MA3354 � s AT&T
HUCISOII � EMP�RE t@I2COIll SITE NAME: SALEM LORING �� �10C+ �- CREASER
l � GV�� �
� AVENUE(MA0078) + os/+s/is rsweo fnrs ca+siauciwx a � AMENw` amUi PUN
DealgnGroupuc 16 ESQUIRE ROAD
BILLE2iCA, Mn 01862 1000 LORING AVENUE o oz/os/is asuco rde rse.nw w+ ,�I� 'd.`� (WCS 2015)
ieaoosc000xeEn SALEM, MA 0797D 550 C�CHRUA7E ROAD �� �h ��s a�' c�K A 0 ao MBER WWWING NUMBQt nEv
aunoiucroNoar�.sunEawo re� �s�aississ.v 7EL: (978) 608-8400 ESSEX COUNIY FRAMINGHAM, MA 01701 scuc: �s snwm o[swnco er: nc on/�wn ei: uk �F�„�'�$TFRF' \� .Oi A-3 1
N.NNOOVER.MAOIBIS iR%:�9]8�3J65564
�iviNFL o'_
� �`
�" 1. REFER TO RF WNFlG & '4` REFER TO STRUCTURAL ANAlYS15
BY: HUDSON DESIGN GROUP, LLC,
` SECTOR SCHEMAIICS FOR pATED: JANUARY 30, 2015
. _^ �� /\ REWIRED PERgSECTOR TM fOR 7HE CAPACIN OF THE
IXISTING SiRUCTURES TO SUPPO
\ PROPOSED SURGE \'y' THE PROPOSED EQUIPMENT.
\ SUPPRESSOR
• MODEL NUMBERS:
�. __ _ �C6-48-60-18-8F �-�
- - DC6-4B-60-0-BF
- DIMENSIONS: � REFER TO THE FINAL RF DATA
� H24.0"x9.7'm SHEET FOR FlNAL ANTENNA
- - WRH BRACKEf: ��' � SEiTINGS.
- -� H3125'X9J'6 SEE RPDS FOR RRH
� � FREOUENCY AND
b� MODEL NUMBER NOTE:
N2
, PAINT A � VISIB PROPOgED
25 PROPOSm RRH FniJ�pMENT TO MATGH IXISTING
�{j • REF� TO 7HE FlNAL RFDS sURROUNDWG6
AND CHAR'f FOR QUANTIIY� PROPOSED A2
STRIKESORB 30-V7 �DEI. AND DIMENSIONS
REFER TO THE
SURGE PROTECTIVE DEVICE L W D FlNAL RFDS AND
CHARf FOR PROPOSED/ p
RRUS - 71 19.7' 17.0' 7.2� GUANfIfY. M�DEL EXISTING
RRUS - 12 20.4' 18.5� 7.5' �D DIMENSIONS ANTFMNA
NOTE: RRUS - 32 26.7� 12.1' 6.7' TECHNOLOGY ANTEl1NA MODEL L W D
MOUM PER MANUFACNRER'S SPECIFlCATIONS. UMTS 800-10121 54.5' 10.3' S.9'
NOTE:
DC SURGE SUPPRESSOR DETAIL�� MOUNT PER MANUFACTURER'S WCS OPA-BSR-LCUU-H4 48.0� 14.4� 7.3'
SCALE: N.T.S n-a saEaFicnnoNs. RRH DETAIL 2 uE eoo-tmea ssz' n.s' e.o'
SCALE: N.T.S A-4
ANTENNA DETAIL 3
SCALE: N.T.S A-4
PENTHOUSE WALL
PROPOSm RRH
ExISTING (7YP. OF 1 PER
MOUMING PROPOSm 3/8�0 SECTOR, TOTAL OF 3)
PIPE HIL71 HR-HY70 I
EPOk( ANCNORING
SYSfEM (MIN. 3-1/2'
DABEDMENT) ..
EXISTING SHELTER '',
PROPoSW VERIICAL waLL I
UNISTRUf P1000 PROPOSED RRH
PROPOSm HOPoZOMAL PROPOSm 1/2�0 (7YP. OF 1 PER
UNISTRUf P7000 (IYPJ 7HRU-BOLT WfiH SECTOR, TOTAL OF 3)
P1000 UNISTRUf
P�P�� ,y� �aNp PROPOSm SURGE
(7YP. OF 1 PER SECTOR, ARR6fOR (IYP. OF 3)
TOTAL OF 3)
i
PROPOSED HORIZONfAL
UNISTRUf P7000 (TYP.)
AMENNA MOUNTING
BRNCKEf
PROPOSED ANTENNA PROPOSED RRH MOUNTING DETAIL PROPOSED RRH MOUNTING
' MOUNTING DETAII �<� (ALPHA &BETA SECTOR) �1 D� IN r GAMMA SECTOR) �e�
SCALE: N.T.S A-4 SCALE: N.T.S
��H oF r�qs���
DEREK J. �
, SITE NUMBER: MA3354 "^^^ _c � AT&T
Hudson � SITE NAME: SALEM LORING � �}p_} CREASER —�
� EMPIRE telecom � c�v�� N
oe:i9ncKo�w�� AVENUE(MA0078) LaCI i w/+a/is ssutu ron cor�smurnoN H DETAILS
16 ESQUIaE ka4D o ��oy�» asum ron rtenex ae c , n ��'�S (WCS 2075)
BILLERICA, MA 01862 1000 LORING AVENUE
160]OSGOOOSIREfl SALEIA� MA O�9IO 550 COCHITUA7E ROAD �' �� �NS B! C11K 0 n� BER DMWING NUNBQt REV
BIPI�INGIONORiH.SURE�030 iEL:19IB�55I355] TEL: (978) 608-8400 ESSEX COUNT' FRAMIN6HAM, MA 01701 SU1C AS SHQM1 OESICMEU 6Y: HC CMYYN 6/: MR �F�-�«/ST�,\�„� �
N.RNDOVER.ANOIB0.5 FAM:�9)BI��3506 54.�� A-4 �
�V L p•
n��:
._ REFER TO S7RUCTURAL ANALYSIS
BY: HUDSON DESIGN GROUP, LLC,
DATED: JANUARY 30, 2015
- FOR iHE CAPACITY OF THE
DfIST1NG STRUCTURES TO SUPPO
` THE PROPOSED EQUIPMENT.
�• ��
REFER TO THE FlNAL RF DATA
SHEEf FOR FlNA� ANTENNA
PROPOSED COMMSCOPE �
SETTINGS.
OC POWER PLANT
MODEL NUMBER: RBA72
H72'xW30'x0.S9.3' �:
PAIM ALL VISIBLE PROPOSED
O IPM NT TO A1AT.H XISTIN•
SURROUNDINGS
i�
O�
n
Pn
NdTE: �
1. MOUNf PROPOSED EQUIPMINf PER r---------- -
MANUFAC7URER'S SPEqFlCATONS � `________J�
2. H-FHAIAE POSf TO BE USED TO �
�
SUPPORT PROPOSED ICE BRIDCE �
(AS NECESSARI� �
�
r_______� NOlE �
� I I NOUNT PROPOSm EUUIPMINf PER
I I MpNUFACTURER'S SPECIFlCA710NS
I I �'---
1 I
I I
\\ �30'�
� �� PROPOSED PURCELL CABINEf ON
� 14' PLINTH WRH IXISTING CCU. '.�i':���::,�.
� � 7FtUE PoSITION PND CANOCA
PERpNS FROM NCO CA&NET
���`_�11'�
PROPoSED PURCELI. CABINEf ON 14'
PLINfH WRH IXI511NG CCU, 7RUE POSITION
AND CANOG4 PERICINS FROM 7YC0
CABINEf
URCELL 14' PLINTH O n
PROPoSED COMNSCOPE
DC POWER PL4NT
MODEL NUMBER: Rfl472
� H72'xW30'xD39.S'
' ANCHORED INfO CONCREfE
PAD/FOUMA710N W/ 5/8'0x6b
� ' HIL71-KWIK BOL75 S TOTAI IXISTING CONCREfE
w ' .a. '� PAD
.. �ONCRETE PPD/PoUNDATON
a
a
PROPOSED EQUIPMENT MOUNTING DETAIL i PROPOSED DC POWER PLANT DETAIL z
SCALE: N.T.S A-5 SCALE: N.T.S A-5
P�N oF r�qSs9n
SITE NUMBER: MA3354 -^^� � DEREK J. s
SITE NAME: SALEM LORING ,�~'� , - CREASER � AT&T
' Hudson � EMPYRE telecom � at&t � av�� �
DeslgnGroupuc� � pVENUE MA0078 i w/+ahs asum ron cor+smuc�rox M o�a�
16 ESQUIRE ROAD � �
eILIERICA, MA 01862 1000 LOPoNG AVENUE o oz/w/ts asum rvR xe�cw urt c S (WCS 2075)
iemosc000siaen 7E�: (978) 608-8400 �M, MA 01970 550 COCHIlUATE ROAD �� w� neasows er aK •e ao uwem o2��wwo nur,em nf.v
euuowcwNoxiH.sunemso rei: �c�eisnsssa ESSEX COUNTY C�` E�
N.�uoov[a.r.uoie+s rnx:�rie�vessee FRAMINGHAM, MA 07701 SCue A5 SHCWN oESicNm Br. HC oMwN BY: MH �,r� �STER \� ' 54,01 A-5 1
� �
_ _ �
S ectn�m Availabili
_ . _ ._ ___ . -
Area 1 — 2C sso i9oo AWS, BC 700 DE W�
, Mtenna 1 Antenna 2 Mtenna 3 M[enrta 4 � �
UMTS DB GSM DB/LTE 700 DE/WCS LTE 850/700 BC/PCS
� Brmaaana Broetl6ar.c 3.cae�aac 9�ca0be!o groaoLana 6rolEcantl ... , .,_._ . : 3�ca3be�� 9,oeEEfnu 3roa�cnna 6madcentl
o<eo octo ac�o Octa ecro octo octo oc:o
lcw t3h tow NI&� f�iF + niFh -18h
mIv
'lOPj850 854 i0J 650 )OP =
-aSN= +as/si esP-s -<5F<i _.ixw zr.�,ax -a,/.as ri/<s ,r��li� z1:/za�.<
axspas +as)�a5 -:s/�s ws(-as .
' ' ' + - . _ . . . + . _ _ . . - .
. . yET -.�._.�.- _-.� P� eni eg ' aA nP i aa . R:-' SP- �
h .\: I�
F� � __"._ '._
i _� ' .
- _ _ •� ' . . � .. ... _.. . _ .. '
Tpnen Y VK� .
`...�;ao,.,. ___ mo';�' FUTURE �
' ' ('n.
_.. '
... --�.._.._ . - , . . �
� e..m. i �
�r'•"V�OuO :a�sa.s.,. �
I�
POV
� MCU/CfU .' �
eyer aw. - � _. ,_.___
f w+w.n.«�.n
.«n
w t � � �
,..s.��a.. s �.e.n�:w.
�ww
wz..�e ri
• •. ;,,_�wnFwsu '
.rtrw
' —j � oc cient �»n.... � �...� '
r i �i
. .. . »_ v d�a�. ' - �
�u-.. ' .o - u_ •x F a m
:..�....,.. ..».... .. .. ...,' �..�.��:.� �RIFRu�.-..
�••••• .�.�• �•-'.� coaL� umafw � ,§^��!M"` a.
Li � :.:.. . _ -_ .�, .+w....6 . .
� �,i �-ttwaa _
„� .. nrrw._y�__ _ � :.;
� [P81MUY � � T�'� �` „w �.
�y�mcWws' N WouW . 65MD0 `DIIS DUS �E�-'� = Ktl +rv�imx. .
OB 3206 �� �si�.ea
} ��
BS � �� B2 8291TE � ""` B30UE Bl]& .� . 82L1c mc�
UMTS UMTS BSGSM 4�a� xi�'��� � ..a�� ���� �� rr�rv.�k•-+�
° �� ��
E ,
.
j � �,. `
.. . .,_
3 u� .,, ..._ . .._ _ _ N07ES.
F�'- ' %m � � �^ ' �"�"� e1 �. °'' � °' t��� � - 1. CONTRACTOR TO CONFIRM ALL PARTS.
, e, ,:
I �.. �.. -� ._ .� , .
'. J ' 48�1�6 ' IIMSR ?NA��£ iWill �'.Ktil: y� iu •�•� r•� . : .0
� ^- '- ' ^�� - -'� � � x� � 2. INSTALL ALL E�UIPMENT TO
� ...W,a,.._ . � . _..... . . ..
_ - - " _ _ _ — _ , � a�e« ;e
—— — — — — — — — — —— — — — — — — � .+. .� ..� ..� 6 . ` MANUFAC7URER'S RECOMMENDATIONS.
� SOW.Irsn11829aria930PNM.0emmG5M1900 � - -.— �'��"'�"-"��'�"'"'� , �
_
�i
RF PLUMBING DIAGRAM i SHFEEf FOR FlNALN���DATA
SCALE: N.T.S RF-1 SET'fINGS.
��-� �F lvl{SS
FP 9C;
SITE NUMBER: MA3354 a^^*� � DEREK J. �� AT&T
' Hudson � EMP�RE telecom SITE NAME: SALEM LORING �"'� j �}p} o CREASER
Deslfl��a+P�� . AVENUE MA0078 � l��l t w/tJ/is 65um rva �umrop H CIV�� N RF PLUMBINC DIAGRAM
16 ESQUIRE ROAD � �
BILLERICA, MA 01862 1000 LORING AVENUE `•••s'� 0 at/o�/15 asUm rofl rsenew �m C ,J� :�'d5 (WCS 2015)
�s000sc000naFn TEL: (97S) 608-8400 SALEM. MA 01970 550 COCHfR1ATE ROAD �. �� �sar+s ev cwK �o � ' u�deen onawwo Nuue[a kEv
� BNLOING ID NORiH.NRE JOPo LEL �9)0�59555] p�
N.ANOOVER,MRQIB�S iAX:�9]8�Si63586 ESSEX COUNTY FRAMINGHAM, MA 01701 yJj,[; �5$Hqy�� p{$�'Nm 9y; HC IXUWN BI': NH �!` r��STE�"' � �,0� RF-1 I
_�/V L C"
PER SECTOR
SURGE (3) RRH
ARRESTOR & (1) A2
�
COMMSCOPE
-48V POWER FlBER LWE
CABINET DC6-48-60-0-18-Oi
O (2) OC LINE
0 (2)RSSB-6W
IN2' C
ExISTING MANUAL
TRANSFER SWITCH
EXISTING POWER
PANEL (3)#6 AWG X 6
W 7'C FIBER
MGMT BOX
200A-2P
� MAIN
� DISC. 5 -2P
5 —zP (z)#2 & (i)Nec z Rssa—aw & (i)
IN 1' C � �
� - 5 -2P PURCEIL FBER LWE M 2"
GROUND BUS 5 _zP F�k16WS FLEX CONDUIT
5 -2P
FIBER JUMPER IN
_ 5 -2P (3)i/10 AWG 2" FLEX CONDUIT
q _�p IN 1/2"C
Z _�p (2) CATS AL4RM
E%ISTMG AT&1 CAB�E IN t" CONDUIT
. TELCO DEMARC 1 -iP PURf.EIL
(2)#iz � (i) #�Zc w F�xizws
��2 � ❑ FIBER JUMPER IN
2' FLEX CON�UIT
(2)/{2 AWG
GROUND BUS
TO 6601, BATTERV ALARM, GPS
CATS
ALARM CABLES
IN t'� CONDUIT
FIBER LINE
NO1E5:
ELECTRICAL SCHEMATiC�� 1. CONTRACTOR TO CONFlRM ALL PARTS.
SCALE: N.T.S E-i Z MANUFACIURER SI RECOMMENDAl10NS.
NOTE:
REFER TO THE FlNAL RF DATA
SHEEf FOR FlNAL ANTENNA
SETTINGS.
FA�'�� �F Mqss�c �
,� GEREK J. '
SITE NUMBER: MA3354 �""'� - CREASER �� AT&T
Hudson � EMP�RE telecom SITE NAME: SALEM LORING �� at8ct � I
DBflgnGroupuc� AVENUE(MA0078) i oa/u/is asum rort cansmucnoH H CI Vi! N t_uNE OwGRAM ,',
16 ESQUIRE ROAD p ps/m/ts 55um roR RenEw wt C J 'dS (WCS 2075)
sILLERICA, Mn 01862 1000 LORINC AVENUE
' ismoscoonsixEn 54LEM, MA 01970 550 COCHITUATE ROAD N0. D�IE �swHs Bv aK '9 � �w�+ �M���w� �' �
emmacmHoew,surt[wvo rei: l9�e�snsssa 7EL: (978) 608-8400 ���` �� � . ��� E_� � 'i,
N.nNoovEx.nuaie�s fA%:�9)8�]YS506 ESSEX COUNN FWIMINGHAM. MA 01701 SCUE: /s SNaxN DESCNm a/: HC duwN 6i: MP F� �STER ,
L L v` I
FROM ANTENNA E%ISTING/PROPOSE EXISfING/PROPOSED
' AMENNA SUPPORT pry7ENp�q
PIPE
� 7MA RRU,���� ,,,���,,,
A2 MODULE�
' SURGE ARRESTOR
WEA7}iERPROOFlNG
KR (TfP.) �� / /�UMTS/GSM COA%
JUMPER REOUIRED ONLY �
, ��J GROUND KITS
WHEN 1-1/4"0 AND LARGER ��p�p UPPER CIGBE �I 11"
��'� GROUND KR (lYP.) �
EXISTING �2G
HOMERUN ,1 '�'�
CONNEC70R ANT��' ��� �OWER CIGBE� JUNC70NBBOX
WEA7HERPROOFlNG TO CABLE TRAY (TP.) / �I
KIT (lYP.) Fl2pM ANTENNA GROUND CABLE TRAY �� APPUCABtE) --,_ �(AS APPLJCABLE)
FRAME SUPPORi & ICE BRIDGE, ExiS'fING (2) A2 AW�
JUMPER ALL SPLICES BCW TO EX�571NG �• • UMTS/GSM COAI(
COAX GROUND KR GROUND RING I � GROUND KITS
CAMMSCOPE KR N0. GB-0414-R ' i
OR EOUAL �"—_'—"—"—"—" I
IXISTING �2G � �
Q2 AWG BCW #2 AWG BCW, BONDED � (ROOFTOP ONLY) ;
�� CABLE�RAY TO CIGBE/MIGB UM75/GSM COAX-�.�_ II
t. DO NOT INSTALL CABLE GROUND KR AT A BEND AND AlWAYS •,\ GROUND KRS '��_ �
DIRECT GROUNO WIRE DOWN TO CIGBE. GROUND ICE '
BRIDGE POSTS '. ' ' " - " -�'.}.'..}:��MIGBE
GROUND WIRE TO GROUND �� �f �2 GROUND TO EXISTING
BAR CONNECTION DETAIL / � \ MEfER AND � HALO OR MIGBE
SCALE: N.T.S �-7 DISCONNECT
� M �IXIS'fING GROUND �EOUIPMENT CABINEf
RING OR Ui1LIlY OR RACK, RBS 8807,
GROUND �� & SURGE SUPPRESSOR
���2 AWG SOLID
, = TINNED COPPER (TYP)
TO E%ISTING
SERVICE GROUND
STAINLESS
STEEL
" HARDWARE
7W0 HOLE COPPER GROUNDING RISER DIAGRAM Z
GROUNDING CABLE COMPRESSION lERMINAL SC�+�' N'T'S �-�
GROUND 8AR
Fu'� YA\/C
� d IDF�FlC�TION,TAG ATfACHEO'AT E>CH,ENDVTHAT WIL IDENTIFY fTS
�' ¶Qy � ORIGIN AND DESTINATION.
LOCK WASHER, �p7 y/qgHER, IYP. � TON 'P' - �R• PRoOUC R
�. 3/8'zt-i/4' HIX Z CABLE EMRY PORTS (HATCH PLATES) (/2)
Nu{, 7YP, BO�T 0 3 GENERATOR FRAMEWORK QF AVAIIABLE) (�2)
TELCO GROUND BAR
0 COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (M2)
CiROUND BAR I o 0 0� ° 5 +24V POWER SUPPLY RETURN BAR (�2)
EXPOSm BARE COPPER TO BE o a o° °p 0 � �p �po O 4 -48V POWER SUPPLY RETURN BAR (�2)
GROUNDING CABLE KEPT TO ABSOLUTE MINIMUM, NO e � 0 p 0 0� p 0 a a e o RECTIFlER fRAMES.
SECTION 'A-A' �NSULATION ALLOWED WITHIN TFIE �0 p p o 0 0 0 ° °
COMPRESSION TERMINAL (7YPICAL) o o � TION "A` - S R• ABSORB RS
N07E: INTERIOR GROUND RING ($2)
1. "WUBIING UP" OR "STACKING ' OF CONNECTION IS NOT PERMII7ED.
2. OXIDE INHIBRING COMPOUND TO BE USED AT ALL LOCATONS. IXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) ($2)
3. CADWELD DOWNLEADS FROM UPPER EGB, LOWER EGB, AND MGB. MEfAWC COLD WATQt PIPE (IF AVAILFBLE) (�2)
BUIIDING STEEL QF AVAILABLE) (fl2)
TYPICAI GROUND BAR GROUND BAR-DETAIL ��
CONNECTION DETAIL �� scn�: N.r.s �-�
SCALE: N.i.S G-1
4Q'�"�� �� ��`S'9C'
SITE NUMBER: MA3354 � DEREK J. Ls AT&T
HUCISOfl � SITE NAME: SALEM LORING �� a IOCI o CREASER �+
� EMP�RE telecom CIVI� � GROUNDING DETAILS
oes�nc�rour��� AVENUE(MA0078) � i 0.1/13/15 6slm NR CONSTfiUCfION N
16 ESQUIRE ROAD o o2/N/u 6sum roR REviEtv MR c , ��'�h (WCS 2015)
BILLERZCA. Mn 01862 1000 LORING AVENUE
" ierooxc000srxe�r SALEM, MA 01970 550 COCHITUATE ROAD � �� R�� �' �K '4 � � �� wwwinc mlue[n �'
aunoiNcmuozrx.surtEmsa tEL�9>B�SSlSS.V TEL: (978) 608-8400 E$SEX COUNIY FRAMINGHHAI, MA 01701 SrNE A5 5�+own oEswNFD w': Hc oRAwr+Bi: �R F��r�$TE�
N.RNOOVER,MA�IBAS FqX:19)8�3063506 �- �C� 54.�� G-� �
�� � L�..