12 1ST ST - BPA-2008-518 ADD 3 SPRINT ANTENNAS ����� � � �
Application for Permit to: "
��dc�.K��,,.�,.,o�,lvt/�
Loeatian
, ,
�a ��•�t S���e__G
Permit Granted ;
---�(��-��--
Ap ed �
� � �
J �,n�,� � �
Inspectar o Build�ngs
��'CI 1�,�� �� � :
�
G,��,� � 5��� 7� �- 0 3� � j
; �
, : �
d, �� , I
� • '` -i CTTY OF S��LEItii tiI�3SS�CHUSETTS I
�, ,. � i
� • Bl:1LD�iG DEP�Rl'J�,�l"C
I � _�' 1?Q WASHII�tGTON STAEEF,3'�FLOOR ,
k TF3.. (97$) 745-9595 . ,
F,uc(97� �a1}-9846 ,
K1��ERLE1l DRISCOLL '
iwL'►YOR THon�,►s S'r.Pt�B
I7TRECFOR OF PL'HLSC PROPER2Y/Bl'IIIJIIVG CO�L�RSSIO�iEA
APPUCA710N FOR THE cONSTRUC'ROM.REPAli�RENd\i1►1�dN.CHANCaE IN USE OR
OCCUPANCY.Olt DElIIOLfTtON OF ANY BWI.DINt3 OR STRUCTURH '
"fhts S�ctlon far 4Mciai tJsa�Ony
, ,..
....
{r �i1d4�Pat!?�i[ProleeC.' D I 1
�� 8yildinff ►nepedw::. � � � Rfgiiahtrd:�='� � � � � �
�
Ea�ri�q pnoje�E Dates. Start E►td:
; Corewr�nts:
� 1.0 StTE tNFORNTATION
k ��� SAL�r1 P o-T euqding:
6' Prop6xiy Addrese:
6�-' l2 ��r � 5f'
Assessor8 MepJBtodt: LaUPat�k
t�QWN�RStU�!.1[�ORhtATiON
2.1 Owiu�ot Land •
Nams: v o-h A
Add�BSi: (� �Ah�UIL �4�LL IMA2lGE�C ��i4C�
W 6 �
TelApYlOflb:
:t.2 Owna�o►l�ssw of btrUdlr►d a'atrurtun ,
Name: �M
Address:
d
Telephone:
3.0 AGENCY OR AUTHORIYY AUTNORI7JNf3 CONSTRUCTION
Agency Name: S 8 A N ET I,r R S S G,
aadress: 3�g MRtN srt � /
Sou-t�Be�o�-�,�'14 pl�bi� ���/
Agency Projecf Number.
ProjedManaget Name: ���K In/aoA T�,50B' 3
'_�.,.�,.-.�.,���...,�,�_��.�„�M���.__..,._. _ _.......�.a.. . . _
4
f �
� � � MPLICPN�:
, � Sprint' ��
1 TogetM1er with NEXTEL
� 9 CROSBV DRIVE �
S r i n t �m BEOFOFD MA 01730
. p
Together with NEXTEL 4c PROJECT
S L��I �IE 1Vl[ ]P ]E C-� �U 0 � AI�A��1V1[�' N T S ivr�XTON
50 Emtman St.
SouN Earian. W 023'!5
�1}I--y� �`-y' T`/Te�-y' V��/ //^� ■!��� //�' /,�p� PM1mr.(SOB)9J6-W9J
lV 1J � � �i i/ i V El — � / � � o �� V � � JL � � For.(508)9J6-6195
s� �E$ALEM PEQUOT
� � ��� � � s ���i �1 � ' APARTMENTS
����j � ' �/� /,, � � (� � � - ��E � HSOlYC769-A
au Ld•�r, e�
_ �,.',� �t �e� �xe i ��+`" ` SHEET DESCRIPTION s� �'
I�� � � � 4� Y? r•j� 1. THIS IS AN UNMANNED TELECOMMUNICATION FACILf1Y CONSISTING BSO3XCOS4-A
�E��M� ��,-.�.,+'+:-„ � }y��� � . OF BTS EQUIPMENT AN� PANEL ANTENNAS. i-t mtE snEEr
`Y #t�� { 1 '�� � "� I � � ALL WORK AND MATERIALS SHALL BE PERFORMED AND n-i eoov raa aiau
-rr F�A� 5"3tS 6 i,� p, SIGNALS FROM THE ANTENNA 3HALL NUl' INIEHFtHE WIIH ANY INSTALLED IN ACCGRUANCE WITH THE CUHHENI' EUIIIUNS Oh p_p ELEvnnor+ k SaECinGnor+S
f;-�_.,`_.�fa �" �„ r � ��si���^���..��,a EXISTING COMMUNICATION SRES. ALL REMS SHOWN HEREON ARE T4E FOLLOWING CODES AS ADOPiED BY THE LOCAL CONSTRUCTION DWG�S
� � �.q'� xq�'� � � � IXISTING UNLESS OTHERWISE NOTED. GOVERNING AUTHORITIES. n-� EOUIPMEM n DEfnuS
� � ,(^' ti � �^,� A-{ CENEPAL NOlES
( � / � . � �P� `' \. 3. THIS IS AN UNhL1NNED FAQLITY NO SOLID WASTE. THE SITE
� 5-I EOUIPMEM 1AY00i k OETNLS
I�f� � i � 1 WILL CREATE NO TRPSH, THUS REQUIRES NO DUMPSTER. 1. MASSACHUSEffS STATE BUILDWG CODE
u ,ui � ifaeHgPruura� 'c . .
3 Po�ei� ! � ( -' - 6TH ADDITION E-i aowEa/��ca e� Ris[n oincwn
� � ,`�� '� �,q 4 DEVELOPMENT AND USE OF THE SITE WILL CONFORM TO AlL n .
i � 1 �
�.'� J ia ��n�����a� APPLICABLE CODES AND ORDINANCES. E-z RisEa oucww e cRouHoiHc oErais
���\ p,,�
�
,�
� '} 4 �p f�`�'�I.4� �A;��� 5. EMERGENCY POWER SUPPLY IS A CELL PACK BATTERY SOURCE I
m ', �
r* . { ` '' � �N � 4,.l ,� AND NOT A FLAMMP.BLE LIQUID SOURCE 0 8/10/�7 FINAL CONSTRUCTION
A 8/09�07 CONSTRUCTION DRAfT
...� •`- ' 4�\.4 f �� ./y ��k I
r y. � f 'Se t d �/^r ...
�j ' 1 � ` � ��� , ..wg PROJECT DESCRIPTION CODE COMPLIANCE SHEET INUEX P���IONALSTMIP
��' ,i �; ,_ . w
�'" � �� �'�..�n�,�. APPLICANT � LESSEE a
i ,
� �` .
1 3 ;,, �:.. `�* ,�.xn
y� { ' � �� g,,� SPRINT-�oenrea wrrt� ue�cre� CONSULTANTS: a�xo�,.,n,.
��� ia r/ 9 CROSBY DRIVE s7 �ncrcsox
�' �y�j $�TE j � y � ��,. BEDFORO, MA 01730 SBA NEfWORK SERVICES, INC. w.sz�nQ
� ��(`` " fiF ra'�' .I.a§a IMPLEMENTATION ENGWEER: SBA 318 MAIN STREEf, SUITE B .
£' ,�. � Ymrz ? ��� �� G' RF ENGWEER: JIM GROSS . SOUTHBRIDGE, MA 01550
� _ �'' �,�➢�d � 1. � PROPERtt SPECIALIST: SBA 508-764-0384
��.9.+. . �.a . '
. r, , , ,. " APPLICANT REPRESENTATIVE
�SlWt . ...^'" . , r �
��'P• -^"'" '�m � SBA NEIWORK SER'VICES INC.
�,�� I .., �,,.. BAY S�fATE DESIGN ASSOCIATES, INC. �
j. . ; � 3 1 8 M A I N S T R E E�. S U I T E B
t +�i�'t�i � �"" � ��. �� SOIITHBRIDGE, MA �1550 , AR�iiITECTS • ENGINEERS ownm er: orn CHECKm BY: R9
r
,f;.
t � � /� , ��'wy--^'"'"�t PHONE: 1-888-950-7483 70 TOWER OFFIOE PARK UNDERGROUND
��.,� � / �� r F � PROPERiY WFORMATION vYC3URN, MA oieo� SERVICEALERT �oe /: vasa3a
,_ ,� t
� PHONE: 787-932-2467
O MSnG: t2 FlRST 5TREEf CALL TOLL FREE r ,
VICINITY MAP (NOT TO SCALE) SALEM, MA 01970 FAX: 781-932-9777 Sf1E.NDRESS:
1-888-DIG-SAFE
OWNER: PEpUOT ASSOCRES STRUCTURAL ENGMEER: BAY STATE DESIGN ASSOCIATES, INC. �HREE xroRKiNG Dnvs BEFORE YOU DIC
6 FANEUIL HALL MARKEf PLACE RON JACKSON 12 FIRST STREET
TPl(E E%R �37A OMO I-95 NORTH TOWARD PEABODY - GO 8.7 MI 5. TAKE FORK BOSTON, MA 02021 SALEM� MA OIJ�JO
ONTO RT-128 NORTH TOWARD GLOUCESTER - GO 1.8 MI 6. TAKE IXR CONTACT: MICHAEL LEE FOSTER ELECTRICAL ENGINEER: BAY STATE DESIGN ASSOCIATES, WC.
�(26/LOWELL ST. EAST TOWARD PEABODY/S4LEM - GO 0.2 MI 7. NRN ON P: 908-227-0227 TRICHLIR A. VENKATARAMAN
LOWELL ST - GO 1.3 MI 8. LAWELL ST BECOMES MAIN ST - GO 02 MI 9. TURN
� ON WASHWGTON ST - GO 02 MI 10. NRN ON ABORN ST - GO 0.1 MI 11. �
� CONnNUE ON SUTfoN ST - GO 0.4 MI 12. SUTfON 5T BECOMES MnRLBOROUCM LOCAL POWER COMPANY: NSTAR ELECTRIC s��T T�
RD - GO 0.9 MI 13. TURN LEFf ON HIGHWND AVE[RT-10] NORR7) - GO 0.4 611�, STRUCTURE TYPE ROOF TOP EQUIPMENT CABWEfS & DO NOT SCALE DRAWINGS
14. iIIRN RIGMT ON 15i ST - GO 0.2 MI 15. ARRIVE AT 12 1ST ST, S4LEM '-� ANTENNAS
LOCAL TELW COMPANY: VERRON CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING
COORDINATES: ONG�UDEN W 7P 55^3' r�
S ALLSIMMED�ELYONOTI% THE ARCHITECB M WR�NC l ITLE SHEET
GROUNO ELEVATION: 171.11' A.M.S.L � ON ANY OISCREPANCIES BEFORE PROCEEDING WITH THE
� WORK BE RESPONSIBLE FOR SAME.
HANDICAP REOUIREMEMS: FACILIN IS UNMANNED AND NOT FOR
HUMAN HA61TAT70N. HANDICAPPED
. ACCE55 NOT REQUIRED t SHEEf NUMBER:
DRIVING DIRECTIONS PROJECT SUMMARY ;=�' PROJECT TEAM GEN. CONTRACTOR NOTES T-1
' nPvuc.wr:
Sprint° �
Together with NEXTEL
9 CROSBV DFIVE �
BEDFORD, MA 01730
M
4G PROJECT
1O I TRUE
"��"��� M�XTON
� ��a�st
SOWh Easton, MP 023]5
%iene:(SOB)9S6-W93
. {oc(508)936-6H5
' Q S
m� s� �E$ALEM PEQUOT
p•qZOR q�PH �¢ APARTMENTS
M�TH A (E) METRACOM ANTENNAS �(E) VERIZON ANTENNAS (E) NEXTEL ANTENNAS �4 (P) SECTOR BETA 120' CSS �
n-3 XS-465R-02 WIMAX ANTENNA U o rwscnnc A:
ATfACHEO TO (E) MOUNT N� BSOlYC769-A
�q (P) SECTOR ALPHA 0' (E) VERIZON
p_� CS$ XS-465R-02 ANTENNAS
WIMAX ANTENNA (E) T-MOBILE ANTENNAS 2 �p� yy�MqX E srtc �:
ATTACHED TO (E) MOUNT � "-� RADIO CABINEf �P) ��� O SPRINT ANTENNA BS03XC054-A
`�i� H-FR4ME s-i TO REMAIN
(E) SPRINT CABLE �.AD�ER
(E) SPRINT GPS CONSTRUCTION DWG'S
(E) SPRINT ANTENNA ���`"�"��� (p) 12• CqBLE 7RqY 53
TO REMAIN
P) (2) 7/B' COA% � �' m._�.
(E) METRACOM ANTENNAS Cqg� pER SECTOR ^-� '(E) PENTHOUSEi ; �a�-0 ""�- �"�"��'"� (E) NEXTEL AMENNAS
i �
EF� T—MOBILE �, ; (E) STAIRWELL �
EQUIPMENT �` """'"`"°�°' �---
(E) NEXTEL GPS ANTENNA E� �P� W� ��� '� p_3 � a e/70/07 RNAL CONSTRUCTION
NP. 3 ON PENTHOUSE � '�
(E) METRACOM ANTENNAS A 8/09/07 CONSTRUCTION �RAFT i
(E) T-MOBILE ANTENNAS �5 (P) POWERPLAM j
"-3 CAB�NET � � (P) SECTOR GAMMA 240' PROFESSIONPL STMIP I
� (Ej SPRINT i � C55 XS-465R-02 4
E�UIPMENT AREA �� ��N� a-�
(E) T-MOBILE ANTENNAS e ATTACHED TO (E) MOUNT '' m°�
imxun r.
Siecrcson
xe.s��nr.
(E) SPRINT ANTENNA � �o
- (E) METRACOM ANTENNAS (E) VERIZON ANTENNAS (E) NExTEL ANTENNAS TO REMAIN •LL�o``Q
zia_a.
� S�,
2Qo��o'P
9�i'�fCqy DRhWN 8Y: DM CNECKED HY: KB
LTy�� JOB B: 2]89.63�
1
n-z srt�nooaess:
12 FIRST STREET
SALEM, MA 01970
SHEEf TITIE
DO NOT INSTALL EQUIPMENT
WITHOUT STRUCTUR4L R 0 OF TO P
ENGINEER'S APPROVAL.
P LAN
ROOF TOP PLAN �1 o s'-a•io'-s• zr-e• sHerreuwern:
(P) = PROPOSED suic: apz' = i'-a• I ��
(E) = EXISTING SCALE: 3/32" = 1'-0"
A— 1
Il
� ���:
SPRINT / NEXTEL RF SYSTEM SCHEDULE �s '�+Ks��r= 5/Z�/2ao�
, RAD CTR. COAX DIA. COAX ��� JUMPER BOTTOM TOP S p ri nte `�..
SECTOR ANTENNA AZIMUTH MDT EDT �� A��� MAKE MODEL LENGTH
(IN.) MANUF. ���� MANUF. JUMPER JUMPER To9ether with NEXTEL
t-5/B nHDREW �0 nNDREW lDF6-SOA-6 LDF6-SM-] 9 CR�$BV DflIVE
coMn a o e tde nrvoaEw Mwo-ossts-xsorn BEDFORD, MAOt730
, 1-5/B ANDftEW �4 ANDREY! 1➢F4-SOA-6 lDF4-SOA-0
• �N l/8 AMORlW 210 MIDIEM LLiF-3M-10 IDF�-SM-3
woux o o a iae ca xs-�ran-m 4G PROJECT
�/e u/oxtw xio uwxer ��-�a-�o inn-ea-3
]/9 qNOREW 6p ANDREW LOf4-SOA-6 LDF4-SOA-3
CDMA 120 0 2 llB ANDREW MWO-O651fi-%40M �/e pry0(VEW 60 ANOREW LDF6-SaA-6 ��F6-SOA-]
9EfA A�
wwx im o x i� as xs-�uw-oz '/e ixo�w eo w+oa�v wvs-sa-io ��-ewa /Y/�XTON
)/8 INOREW 60 NIMSY l➢FhSM-10 lDf�-SM-3
50 Evs[man SL
)/8 pNOREW �� PNOREW LpF4-SOA-fi LDF6-SOA-J $ouN Easian, iM d13]5
COMA 240 0 2 139 qNDREW MWD-0651fi-%4DM phpp:(WB)9M-W93
�W ]/8 qNDREVI ]0 PNORFW LDF6-SOA-6 LDF4-SOA-d Gmc(508)9d6-8395
WWNt 2�0 0 2 �]B G4 MS-IBSR-02 ��B YIDPEW 60 ANDREW lDi1-SM-10 IDF{-SM-]
,�e um�w °° �"°"eY `°"-w�-,o �°`�-�a-a srtc waeSALEM PEQUOT
'ss "'°i"' - - - "° �o�""""�caow` .'ss-T"a-s°"�s '/a u'wc"' so - - - APARTMENTS
• canx cna�[ �Hc*Hs nac [sriva�o; carmucroa sw�u v[aifr w Fl�o.
�' MINIMUM SEPARNTION 9E1WE➢J GPS PNTENNPS IS 6'. INSrFLL GPS FOR SOUiHEflN E%PoSURE AND REGIOWIL SNOW �EPiH. ClSGDE e:
HSOlYC769—A
srtc a:
(a) wiwix wwio cneiNEr a� �E) re�co & POWER BS03XC054—A
(P) POWERPLANT CABINET
BEYOND (E) 60EC
CONSTRUCTION DWG'S
� OF NEMEL GPS AMENNAS � OF SPRIN7 GPS
� ELEV: - 150'-0" (AGL) (E) VERIZON ��ELEV: = 1 J6-0 AGL
(E) T-MOBILE ANTENNAS / ELEV: = 253'-0" (AMSL)
ELEV: = 267�-0" (AMSL) ANTENNAS
I�I \\��`______ ____________ ___________ i E) SPRINT
� OF T-MOBILE AMENNAS (E) T-MOBILE i ANTENNA
� ELEV: = 138'-0" (AGLJ (EJMEfRACOM ANTENNAS
\�� ANTENNAS (E) NEXTEL � � OF SPRWT ANTENNAS
ELEV: = 255'-0" (AMS�) --- ----- ELEV: = 138-0 AGL 0 9/10/07 FINAL CONSTRUCTION
`--- ANTENNAS �
I ELEV: = 255'-0" (AMSL)
I� tiTOP OP ROOF ________
��ELEV: = 130'-0" (AGL) r __� A 8/09/07 CONSTRUCTION DRAFT
ELEV: = 247•_0" (AMSL) � m � � � � � � � � � � � � � �� PROFESSIONAL 5W.�P
/ � � OF NEXTEL ANTENNAS
�� OF METR4COM ANT. � ELEV: = 128-0 AGL
9ELEV: = 128'_0" (ACL) ELEV: = 245•_0" (AMSL) M
ELEV: = 145.-�" (AMSL) m m � � � � � � � � � � � � � � ��comw�
incxsox
m m � � � � � � � � � � � � � � s �..=,.,, _
.o,R �� I
<P
m m � � � � � � � � � � � � � � �,n ulX �fQ_.:l'.
(P) SECTOR GAMMA 240' 4
CSS XS-4fi5R-02
m m � � � � � � � � � � � � � � �,� „�� a-3
IATTACHm TO (E) A10UNT
DR1WN BT: OM CHECKED BT: KB
� m � � � � � � � � � � � � � � �
� m m � � � � � � � � � � � � � � JOB 6: 2�89.1]4
m m � � � � � � � � � � � � � � SRE AODR6S
m m � � � � � � � � � � � � � � 12 FIRST STREET
SALEM, MA 01970
mm � � � � � � � � � � � � � �
m m � � � � � � � � � � � � � � =�E��
m m � � � � � � � � � � � ELEVATION &
SPECIFICATIONS
GROUND LEVEL
ELEV: = 0�-0" (ACL)
ELEV: = 117'-O" (AMS�) SHEEr NUMBor.
(P) = pROPOSED WEST ELEVATION �,
(E) = E%ISTING scnLE: t/ts' - i'-o" �
A-2
� qpvucnxr:
COAX LWE COLOR CODWG CHART `�ye °°- S p ri nte �
TECH CABLE CODE ABBR. p 0 BR W �
WM4 BflOWN Bft � � �� 61A5 i & RRRESTOR
7ogether with NEXTEL
cor.w wN� w 9 CFOSBY DRNE
W� pUqp� p � � BEDFORO, MA O1730
vnwix ' oanHcc a
4G PROJECT
� WIMAX CDMA vnr.ux our000R wwio cnewcr sPecinunorvs
W � � SECTOR ALPHA wn.uix our000a wnnio v�ewer ao'o . asw . >s•ry ���
�'9 Q} ^`'�.��� A� I��
� �[. aus r m,waesroa za•o . i�.asw . iz-r ,�a���a IY/��Q/Y
� Q5,/ ) P WEIGHT 906 LBS. 1��;��
N Q `i/ ��'����j 50 Easlman St
6` � � y � pQ Sauth Earton. IM 02]]5
BR C� 0 WIM4% OUIDOOR FPDIO UBINEf MINIMUM CLE4RAIJCES o l � J�+`
+� Phwx(SOB)938-GA3
�� ��� Q DIRECiION MINIMUM CLENUNCE ��11�`�� F�(�)�����
e' e, e., '��;�
9 <y GBINET REAR 6� � 51(E NAME
1
�'� `' ='����o SALEM PEQIIOT
9 CPHINET SIDES 6' �o j'=.��
»�a?z;,� APARTMENTS
G491NEf FRONT 34� Q��1�`�+�
� l.tin`�jj+
��y�p� �yf a�j���� ascnoc B:
o �� >:��,�1 P°`''Ea '�° BSOlYC769—A
LONNECTOR
V� /� �10
�(C� !y/ � BR � � �
\J�� �v 5� e BS03XC054—A
� '^ �
� W �I
CONSTRUCTION DWG'S
� COAX CABLE COLOR
j CODING SCHEMATIC 1 WIMAX RADIO CABINEf
ISClyE: N.T.S. • SCALE:N.T.S. �
I fiJ'
� 0 8/10/07 FINAL CONSTRUCTION
I � q $/09/07 CONSTRUCTION DRAFT
I 505]]A GPS LI � PROFESSIONPL STMiP
REFQVENCE PMENNA
'� �
OP110N AUB ' �ana�on �
MOUNIING MASi
S X�.2].�9).
f ��!
LL�M
WIMA% POWQ2PlAN� CABINE! SPEQFIGTONS
'� WIMNI POWERPIANT G61NET �Ob x 32Y1 x Jl'H
WEATIER-PRCOFED AREA �PIPE MAST OP UNISRVUT UP
TO 1 3/16" OD(SOMM 0�J WEIGHi 14K 1H5.
IN4ALL GROUND KIT ON 1/2' `�GPOUNO GPS MOUNiING S18UCIDFE
C04%ANO PE BACK T0� �K LO EMQiIOR CROUNO SYSIEM
E%iERIOF NJ1ENNh GROUNO � M/ B6 SIFANOE� GREflJ AND
515iCM WRII pE SRlAN�CD ���Blf LUGS (1YP.) WIN.4% POWERPIqryT �ABINEf MMIMUM CLEARANCES DRAWN BY: DM CHECNED Bf: KB
COPPQt N1RE IF OVFA 25'-0' '
�IREC110N MININIIM CLEARFNCE
1/2' HEUA% JOB fl: 2109AJt
GBINEf REAR 6'
GBINET SIDES 6' SRE AUORESS:
G61NEf FROM 34"
12 FIRST STREET
^'' SALEM, MA 01970
(c) e�usr Mour+r
C55 %5-465R-02 WINR% ANiENNP SPECIFlGTONS
d�' PMENNF OIMENSIONS ll'16J'e4B" SHEEf TRE:
IXACi LOCATION TO BE FlEID COOROINAIED
WITI SPRIM CONSIAUCTION NANAGER.
� MIIENNR WEIGHI 12 LBS. -
BRACKET WEICHT ,. ��. '" EQUIPMENT &
DETAILS
GPS ANTENNA DETAIL WIMAX ANTENNA DETAIL �1 POWERPLANT CABINET � SHEEf NIIMBER:
SCALE: N.TS. � SCAL£: N.T.S. Y SCALE: N.i.S.
A-3
• ���:
GENERA� REOUIREMENTS S p ri nte �
GENERAL NOTES 76. PROVIDE CORE DRILLING AS NECCESSARY FOR PENETR47lON5 5. FIELD WELDING SHALL BE DONE AS PER AWSD1.1 Togetherwith NEXTEL
OR RISERS THROUGH BUILDING, DO NOT PENETRATE REOUIREMENTS VISUAL INSPECTION IS ACCEPTABLE WHEN 9 CROSBV DRNE
STRUCTUR4L MEMBERS WITHOUT STRUCTURAL ENGWEERS FlLLEf SIZES ARE NOT SHOWN. BEDFORD, MA Ot730
1. THE CONTRACTOR SHAI1 GNE ALL NOTICES AND COMPLY WITH APPROVAL SLEEVES AND/OR PENETRATIONS IN FIRE RATED
� ALL LP.WS, OROINANCES, RULES, REGULATIONS AND L4WFUL CONSTRUCTION SHALL BE PACKED WITH FlRE RATED MATERIAL
OROEftS OF ANY PUBLIC AUTHORITY, MUNIGIPAL AND UTILITY WHICH SHALL MAINTAIN THE FIRE RATING OF THE WAL� OR BOLTING
COMPANY SPEQFICATIONS, ANO LOCAL AND STATE STRUCTURE. FILL FOR FLOOR PENETRATIONS SHALL PREVENT 4G PROJECT
JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OP PASSAGE OF WATER, SMOKE, FIRE AND FUMES. ALL MATERIAL
THE WORK. THE WORK PERFORMED ON THE PROJECT AND SHALL BE UL APROVE� POR THIS PURPOSE 6. BOLTS SHALL BE 3/4" fl (MINIMUM) CONFORMING TO ASTM
THE MATERIALS WSTALLED SHALL BE IN STRICT ACCORDANCE A325. HOT DIP GALVAMZED OR ASTM A753. NUTS SHALL
WITH ALL APPLICABLE CODES, REGULATIONS. AND ORDINANCES. BE HEAW HEX TYPE. ALL BOLTS SHALL BE INSTALLED IN
CAST-IN-PLACE CONCREfE SLIP CRITICAL CONNECTIONS CONFORMING TO AISC, USING M XTON
2. THE ARCHITECT/ENGINEER HAVE MADE EVEftY EFFORT TO SET THE 1/4" TURN METHOD.
FORTH IN THE CONSTftUCTION AND CONTRACT DOCUMENTS 50 EmLnan SL
THE COMPLETE SCOPE OF WORK. THE CONTRACTOR BIDDING DESCRIPTION SoWh Eorion, IM 02575
THE JOB IS NEVERTHELESS CAUTIONEO THA7 MINOR OMISSIONS FABRICATION Plwz:(•,AB)9y6-51g3
OR ERRORS IN THE DRAWINGS AND OR SPECIFlCATIONS SHA�L wORK INCLUDES CONSTRUCTION OF CAST-IN-PLACE CONCREfE ���ypg)gM_�
NOT EXCUSE SAIO COMRQCTOR FROM COMPLETING THE FOUNDATIONS, INCLUDING FURNISHING AND INSTALLING RFADY-MI%
PROJECT AND IMPROVEMENTS IN ACCOROANCE WITH THE CONCRETE, REIN�ORCWG, FORMWORK, AND ACCESSORY MATERIALS 7. FABRICATION OP STEEL SHALL CONFORM TO THE AISC AND
INTENT OF THESE DOCUMENTS. AS SHOWN ON THE DR4WING5. CAST-�N-PL4CE CONCRE�E AWS STANDARDS AND CODES. 5� �ESALEM PEQUOT
INCLUDES ALL SITE CONCRETE, INCLUDING FOUNDATIONS, SLA85 -
3. THE CONTRACTOR SHALL BEAR THE RESPONSIBILITY OF ON GRADE, EQUIPMENT PADS, PND GUARD POST POUNDAnONS. 8. ALL EXPOSE� STRUCTURA� STEEL SHAL� BE HOT-DIP APARTMENTS
NOTIFYING QN WRITING) OWNER'S REPRESENTATNE OF ANV GALVANRED AFTER FABRICATION IN ACCORDANCE WITH ASTM
CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION 1. CONCRETE SHALL BE POURED ON WELI COMPACTED A723.
OF THE PROPOSAL OR PERFORMANCE OF WORK. STRUCTURAL FILL. REFER TO DRAWINGS FOR DESCRIFTION OF ��E e`
WORK. 9. UPON COMPLETION OF ERECTION INSPECT ALL GALVAWZED BSOlYC769-A
4. THE SCOPE OF WORK SHALL INCLUDE FURNISHWG ALL STEEL AND PAW7 ANV FlELD CUTS, WELOS, OR GALVANRED
MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS 2. CONCRETE WORK SHALL BE PER REQUIREMENTS SET FORTH BREAKS WITH ZINC BASED PAINT. COLOR TO MATCH THE
AND LABOR DEEMED NECESSARY TO COMPLETE THE IN ACI 301. AND REUTED ACI REOUIREMENTS FOR CONCRETE GALVANIZING PROCESS. s� �:
I WORK/PROJECT AS DESCRIBED HEREIN. BSO3XCOS4-A
3. DESIGN COMPRESSIVE STRENGTH SHALL BE 4000 PSI U.O.N. 10. ERECT AND ANCHOR ALL STRUCTURAL STEEL IN
° 5. THE CONTRACTOR SHALL VI51T THE JOB SITE PRIOR TO THE �+CCOR�ANCE WITH AISC REFERENCE STANDARDS. ALL WORK
SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE 4. ALL THE CLEAR COVER FOR REINFORCEMENT SHALL BE AS SHALL BE ACCURATELY SET TO ESTABLISHED LINES AND
HIMSELF WITH THE FlELD CONDITIONS AND TO VERIFY THAT LISTED BELOW ELEVATIONS AND RIGIDLY FASTENED IN PLACE WITH SUITABLE CONSTRUCTION DWG�S
THE PROJEC7 CAN BE CONSTRUCTED IN ACCORDANCE WITH ATTACHMENTS TO THE CONSiRUCTION OF THE BUI�DING.
THE CONSTRUCTION DRAWINGS. CONCREfE CAST AGAINST E4RTH OR WEATHER
tl �'6 OR LARGER 2 INCH 11. TEMPORARY BR4CING, GUYING AND SUPPORT SHALL BE
! 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED //5 OR SMALLER 1 1/2 INCH ALL TiM STDURINGPCO 5 RTUC IONRANDFEMPORARIYNOA 5T
WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM
NOT CLEARLY DEFlNED BY THE CONSTRUCTION DRAWINGS 5. ALL REINFORCEMENT INSTALLPTION SHALL BE INSPECTED BY AND STAY WITHIN SAFE CAPACITY OF ALL BUILDING
�CONTRACT DOCUMENTS. THE STRUCTURAL ENGINEER OR HIS REPRESENTATNE BEFORE GOMPONENTS.
� PLACEMENT OP CONCRETE.
` 7. THE CONTRACTOR SHALL INSTAL� ALL EQUIPMENT AND
I MATERIALS ACCORDING TO THE MANUFACTURER'S / VENDOR'S 6. CONTRACTOR IS RESPONSIBLE FOR INSTALL4TION OF ALL �'DO 0 8/10/07 FINAL CONSTRUCTION
SPEQFICATIONS UNLE55 NOTED OTHERWISE OR WHERE LOCAL EMBEDDED ITEMS BEFORE PLACEMENT OF CONCRETE. q g/09/07 CONSTRUCTION DRAFT
� CODES OR ORDINANCES TAKE PRECEDENCE.
7. ALL REINFORCEMENT SHALL BE GR. 60 PER ASTM A675 12. ALL MATERIALS INCWDING PLYWOOD SHALL BE AS SPECIFIED
8. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF ON THE DR4WINGS. PrmfcsslOw0.SLwP
CONSTRUCTION DOCUMENTS AT THE SITE UP�ATED WITH THE 8. ALL WELDED WIRE FABR10. SHALL BE PER ASTM A185
LATEST REV1510N5 AN� ADDENDUM'S OR CLARIFICATIONS ROOF WORK
AVAIL.4BLE FOR THE USE OP ALL PERSONNEL INVOLVED WITH �xo �
THE PROJECT. ME7ALS ��
aowun..
incx ox
9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE 13. IF ROOFWORK IS REQUIRED, CAUTION SHALL BE EXERCISE(D) s n.l�+�_+.
PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE WORK INf.I UDFO WHILE WORKING ON THE RWF AND ALL EFFORTS SHOULD &o ��e�
SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, BE MADE TO PRESERVE THE ROOF WARRANN. k�
II MEfHODS, TECHNIQUES, SEOUENCES AND PROCEDURES AND THE WORK WNSISTS OF THE FABRICATION AND INSTALL4TION OF 14. WHERE ROOF PENETRATIONS ARE REQUIRED, THE
FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE ALL MATERIALS TO BE FURNISHED, AND WITHOUT LIMITING THE CONTR4CTOR SHALL CONTACT AND COORDINATE WITH THE
CONTRACT. GENERAUtt THEREOF, INCLUDES A�L E�UIPMENT, LABOR AND 6UILD OWNER AND THE E%ISTING ROOFING WSTALLER.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTNNING SERVICES REQUIRED FOR ALL STRUCNR4L STEEL WqRK,
ALL PERMITS AND INSPECTIONS WHICH MAY BE REOUIRED FOR INCWDING ALL REMS INCIDENTAL THEREfO AS SPEQFlED .HEREIN �
THE wORK BY THE ARCHITECT/ENGWEER, THE STATE, COUNN AND AS SHOWN ON THE DR4WING5. INCWOING: P IA O C ANT NN I orwwn ac oM cNECKeo er: Ke I,
OR LOCAL GOVERNMENT AUTHORITY. 1. STEEL FR4MING INCLUDING BEAMS, ANGLES, CHANNELS AND �
1L THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PLATES. � 1. ANTENNA AND COAX CABLE SHALL 6E AS SPECIFlED ON THE +� B� �>e9�<3�
PROTECT EXISTING SITE CONOITIONS ETC. DURING DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR THE SAFEfI'
CONSTRUCTION. UPON COMPLETION OF WORK, THE 2. WELDING AND BOLTING OF ATTACHMENTS. OF iHE PERSONEL & PRO7ECTION OF THE PROPERTY. SnE noDRF55:
CONTRACTOR SHALL REPAIR ANY OAMAGE THAT MAY HAVE STRICT ADHERENCE TO OSHA GUIDLWES IS MANDATED.
OCWRRED DUE TO CONSTRUCTION ON THE PROPERTY. PRODUCTS 2. ANTENNAS SHALL BE PAINTED TO MATCH EXISTING
12 THE CONTR4CTOR SHALL KEEP THE GENERAL WORK ARE4 CONDITIONS. 12 FIRST STREET
CLEAN AND HAZARD FREE DURING CONSTRUCTION AND SALEM, MA OLJ7O
DISPOSE OF A�L DIRT, DEBRIS. RU861SH AND REMOVE ALL 3. STRUCTURAL STEEL" SHALL COMPLY WITH THE REOUIREMENTS 3. WSTALL CALVANIZED STEEL ANTENNA MOUNTS AS INDICATED
UNNECESSARY MATERIAL. OF ASTM A36 AND AW FOR STRUCTURAL STEEL ON DRAWINGS.
13. THE CONTR4CTOR SHALL VERIFY ALL �IMENSIONS, ELEVATIONS, 4. INSTALL COAXIAL CABLES AND TERMINATION'S BETWEEN sH��
PROPERTY LINES, EiC. ON THE JOB. WELDING . ANTENNAS AND EOUIPMENT PR MANUFACTURER'S
RECOMMENDATIONS. WEATHERPROOF ALL CONNECTORS
14. THE COMRACTOR SHALL SUBMR, AT THE END OF THE 4. q�L WELDING SHALL BE OONE BY CERTIFIED WELDERS. MANUFACTURERSTREQUIREME T6UIPMERMINA E ALL COAXIAL GENERAL NOTES
�. PROJECT, A COMPLETE SET OF AS-BUILT DRAWINGS.
CERTIFICATION DOWMENTS SHALL BE MADE AVAILABLE FOR CABLE THREE (3) FEET W E%CESS OF ENTRY PORT
15. THE CONTR4CTOR SHALL MAINTAIN PHOTOGRAPHS OF ALL ENGWEER'S AND/OR OWNER'S REVIEW IF REOUESTED. �OCAT�ON UN�E55 OTHERW6E STATED.
CONSTRUCTION ACTIVITtES AN� SUBMIT A CD WITH THE `NELDING ELECTRODES FOR MANUAL SHIELDED MEfAL ARC
' AS-BUILT DRAWINGS. WELDING SHALL CONFORM TO ASTM A-233, E70 SER�ES.
BARE ELECTRODES AND GRANUTAR PLUX USED IN THE SHEEf uuuBER:
SUBMERGED ARC PROCE55 SHALL CONFORM TO AISC
SPECIFICATIONS.
A-4
� (�NERAL NOTES - STRUCTURAL �E� �,� ���
ANiENNA
1. TIE CONiRACTIXE SHALL VEAIh ALL DIMENSIONS PRIOR ���T 53� S p ri nte
TO STARTNG CONSiPULTIQY. T1E ARq111ECT SHALL BE
NO➢RED OF I�NY DISCREFANqES OF INCONSISIENCIES. "
Z OIN DRAWINGS�ALL TqKE PflECEOENLE OVER SCALES SNOWN `P' � �
s-i x�rn� Together with NEXTEL
I3. NOlES NND OEiNlS ON ORNMNGS SHALL TANE PRECEDENCE 9 CROSBV DRIVE
OVER GENEeRL NOlES RND iYPICAL DETNLS. BEDFORD, MA 0�730 .
�. NLL WOFK SHOLL CONFORM'TO TIE MINIMUM STANDAROS OF
TIE FOLLOWING CODE -MASSNCHUSETiS BllIL01NC CODE 61N ��-�; (� (�) p��X � �
EOITON (]BOCNR) �THE 199]E�IiION OF RIE UNIFUiM TIBIE$ VEX SETIIOR
Bl11LDING COOE. AND �iHEP ftEWLN1ING AC{NdES YMICH ��a�Q�S 0 A-3 4G PROJECT
HAY£TUT10FItt OVEA �1NY POR110N OF 1HE NVRK,
II INCWDINC iNE STRE OF DMSION OF INDUSIRIAL �
SFF£TY. NND iNOSE CODES AND STANDNROS LISIED IN
i 1HESE NOlES AND SPECYFlLAlI0N5. �/�pp
i RLL WOFK SIIPLL BE COORDINAiEO VATI ARCHII£C1URqL, -� `��
MEQIPfIICP1 AND ELECIPICAL ORAWINGS. M�XTON
6. TIE CONIRACT SWl1CNRAL ORA'MNGS AND SPEpFI- �
CAlI0N5 RFPRESENT 1HE FlNISHEO SIRUCIDRE. TIEY 0� ,o
NOT INOICAIE iHE MEiH00 OF CONSIRUC➢ON. iHE 59 Fn+�mon SC
CpJTRRCIDR SHALL PFONOE.LLL MEASURES NELE550RY TO SONII EY510q IM 02]lS
GROiECi lHE S1RUCIURE OUPMC CONSiPUC110N. AICH �-�� �^e�(�)936�3
MEASURES SHALL INCWOE, BUT NOT BE 11MI1F➢ T0. � �� " fmc(500)9]fi-6395
BRAQNG. SHORING FOF LOP➢5 OOE TO CONSIRUQIpi \ I� �� lYJ
CWIFIACNT, CTC. OO:CRVAtION N91: i0 PIC 91E BY � PONEIRIANf
TIE SIRUCNflAL ENqN6A SHALL NOT INCLU�E IN- I �ET SItE N4NE
saecnaa ov TMe aao�ir�s. " 1i; SALEM PEQUOT
J. ASW 5 ECIFlCA➢ONS NOlEO ON T1E DRAWINGS SHALL BE P�001 (ttP)�USEUNS RVT � fi '._ � �� STEEL BEIMS APARTMENTS
OF 1HE LAlESi REVISIONS. BOL➢NG MhRDWPAE AT ALL
CONNECTIONS PND &SE � �
8. CpJSIRUCTION MATERIALS SHALL 6E SPRE�D OUT IG (lINISiRIfr OR SIMILW COLD � I I I,II I II ��E �.
PL1Cm ON FRAMm ROORS OR ROOE LOAD SHALL NOT FORMED S1RUr CWWNEL) P11 �
E%CfE� 1HE OE9CN LIVE LOAD PER SWRRE FOOi. MqiERULS SIW.L BE I MOOC, GBLE IFAT BSOlYC769—A
PRONDE AOEWAIE SHCftING ANO/OF BFRCMG WHFAE �pLVPNpEO �I I '
SIRUCNflE HAS NOT NTTNNEO OESIGN SWENGTH. I I 6.0
.'
I (Ei SiEEL i o e � M WIM%CPS SRE A:
t I I FOUNpATON BOLT ttPE d�MS v I �� � A-3 ���
I I ueisreur vzaeaw r.a�eiu. BS03XC054—A
I I nuc�c aanc�r. �„�' � �°. _ .
� ttPICAL FACH EN� CONCREfE Y(0 WEDGE ANCH�R WI1H ]Yt' MIN. EAIB. II I I,
i SiEEL Y[0 H.H. G4P SCREW i '{i�l�'i�l! (E) 66EC '�
w000 fl•e vic eo�. � x• �c. � �. �.I.. eeu CONSTRUCTION DN'G'S
CABINEf � �(E) s1EE� 6EAM5 � .��
/
Y(e BOLTS (Ej FNUNG �
��IE) IE)�,
� GOWER TELCO
: I ..
I COAX H—FRAME DETAIL
e ioo
�
0 FINAL CONSiRUCTION
1
/ /
s��:
�!1:;,,, q 8/09/07 CONSTRUCTION DRAFf
i . �
„ j.{.,. si[a
..'�,,'.� � � � (e) soEc (�
,.� ,.i _ , ��, I-� .. . � vaor�ssiowu srnua
GBINEf
� �-,, � �' t _._�._
� ,y ,�. :�� I
�� ;I� �� r �fi�`fl�� �� �1 � ,,
�..o.
IB GR SiEEI COVER. 1 ReNuna.
ucn �
FASrE1J TO GBLE 1R4T � � : : `.� ���: ' �� S X�.v�30.
(E) RARING
PEA MPNUFRCIDRER'S 10'-11' �O
SPECIFlG4LION5. ��irtF�'
Vq�LL I
COPJI (ATTACH COA%TO PRE-GALVM'IZE� StEEL EQUIPMENT LAYOUT �/T�`�`
CABLE 1RAT WIiH CPBI£ AIEOIUN OU1Y CABLE � �/
TIES, 6' O.C.) ipqT WIiH 9' RUNG SCP1E: I/2�=1'-0'
SPACING FRSIEN TO
SIEEPpiS WIIH HOLp
�.' `:`.CkCt 'V DOWN CUMPS ANO
.� 3/B'd 1/2' WLV L1G DRAWN BY: OM CHECKED BT: KB
SCREWS. ?o
(E) STEEL BEAMS,
TT. (v I F.)
JOB �f: T]99.434
4'a4� SLEEPERS.
l' O.C. AND AT ALL
COA% BRIOGE JOINTS. 6" SIIE�D�RE55:
LONGQ2 THAN WIDM OF
CPHLEIRAY. - - - - - - - — — - - - — — - - -
� ys caccr+ smnNoeo AaaF P� 12 FIRST STREET
COPPER WITH 2-HOl£ ADHERE TO SLEEPERS
wc eoHowc �u�nPca Mor ro aoor Z� SALEM, MA 01970
� MEMBPANE) �
� �i (P)WIIN%MIIOOOR (P)MWUI
SPLICE PIAiE R�� �� ����
SHEEf IIRF.
- - - - - - - - - — - - - - - - - - - EQUIPMENT
ROOF MOUNTED LAYOUT &
CABLE TRAY DEfAIL 3 BOLT HOLE DETAILS
FlF1D 01ULL(P)
su,�: ,�z•_,._o• navar ear Hous LOCATION DETAIL
SG4LE: I/2'-1'-0' � SHEEf NUMBER:
(P) = PROPOSED FROM OF GBINEfS
(E) = E%ISTING
— 1
� aaauwn:
(P) = PROPOSFA
(E) = E%ISTING
�E, Eo ,pM� S p ri nt° .
(E) SPPINT PUTFORM SIEEL
vvc Toge[her with NEXTEI
CaMR�Cfox lo YEImY nNT (v) uMsnelf p1oa0 9 CROSBV DRNE
(P)M1N% TXE E%6fdG PPC GBIMET nnea�ro(q srta wrtx
�nooceu (E) eeu cw�crn�owi[nre a.�1�5 �ICm a'-0'a.G BEOFOR�, MA 01730
� ��ET � CABINEf �BINEf ADMIION Oi A IOG-F fDR
' GBMEf POWER TELCO PMOPoS�D WILLVf MM�O ���
fI81NEf
��w� 4G PROJECT
(EJ 9uiinwc g�++MI+D,w+GFl6
ROOF TOP � J� J �
� ����. � �• M�XTON
r PROPpSED: � �-���' fitC MIM
SEE lA1E TY LS�S Z(��'�G gE MDIF t3 PULL-SIRdG um�nniE Lacanory aF South Earton�M45023]5
�� Z w� I �LIMIIiED ALONGSIDE SiEEL �M�(�')9566-�]
I I
I I
I I SrtE NAME:
u SALEM PEQUOT
SCHEMAl1C ELECTRICAL AND TELEPHONE SERVICES RISER DIAGRAM APARTMENTS
$GIE: NONE
CONDUIT MOUNTING DETAIL ,�
�� e:
s�: �.rs. HSOlYC769-A
ELECTRICAL SPECIFICAiIONS NOTES TO CONTRACTOR: sr� e:
SECIION 16010 -CENFRPL PFGNSIONS
BS03XC0 4-A
1. CONTMCTOR SWW.INSPECT TIE E%ISIINC CON�IilONS PRIOR TO SOBMRPNG BIO.Nfl Y1.GROVNO IN qCfAFp W/LCUL CODE h SHEEf E-2.
A FE�UIPEMFRTS:NRNISH PLL IABCR,AULEfl4L5, SERNCE, EQUIPNENi,PNO OUESIIONS ORISING �UPINL TIE 91�PERIO�IN REWROS i0 THE CONiF/Li01i5 NNC110N5,
PPPUNICES REOUIRED i0 COMPL£TE 1NE INSGWiION 04"1NE WNPIEIE iME SCOPE OF WOflK, Ofl NIY OMEA ISSUE RpAIED i0 1N15 PflQ1ECi SWLLl BE 32.(2) 2 01 qWG WILL HPYE SM O.C. BRFAKQV AT THE PPOPOSEO WIFW POWEP GBINEf
ELELRtIGL SiSTEM IN ACCOP0.WCE WfM iHE SPEpVlG110N5.WO CONIP.�Ci BFOUG1rt UP OIIPoNG 1HE 61�PERIO�'MTI THE ENpNEEP FOR CURIFlGlION. NOT fSlEfl (I) 2 d6 AWG WILL XI.t£MA D.C. BFFAI(Qt AT TXE PXOPOSED WIMIY POWEX G9MEf
�F.�WINCS. LHE COMRICT WS BEEN TWMOm. *r r�{�{i r� �i T /� c
(I) 2 �B AWC MLL W1Y£ 15i BRF/J(ER AT TIE PflOPJ5E0 RPDIO CAHNE! �Qyv�yy`U�yjQy� y��v J
B. REOUIRENENIS OF PEGl11ATORY AGENCI6 M!D SfPNbADS: IN51N1A110N. NG1EflII1� 1. iHE COMR4CTOR SWll1 BE NESPON9BlE NR 06fA1NINC ALL FENMIIS M'�PAY ALL F4S 3].qiTpCN 1NE POWER MI�iELCO CONOUIiS i0 TNE UNDENSIOE Of lHE EQIIIGMEM PUIFORM, SEE
EWIPMENi INO VMflKNANSNIP SNPLL CONFORM l0 iNE MWGBIE PftJNYONS Of 0.5 1MY 9E fiE�UIRFD FOP ELECiRICAL WORK M'0 FOP SCHEDUl1NG OF NL INSPEC110N5 AS �EfNL/1/E-I.
T1E NAIIOW.L 6ECiRICK COOE(NEC) -MPL1CABlE SiAFc EIECIHIC C006, flEOUIflED WIIN LOGL WIHOft11T.
TIE NAl10NP1 ElECiRIGL$PFEtt COOE(NESC).PNO iHE iEFMS AN�1NE
CONp1110N5 Of iNE AUiHORIl1E5 YANNG UWNL JOPISOICPON PEATNNING TO TIE }. UPLIIT SEflNCES SHOWN ARE PRCPOSFD.TIE ELECRiIC WN1FACiOR SWLLL CCOPpNAiE
WOPK ftE0111RE�. P11 MOOIFlfA➢ONS REQUIFFD 6Y RIRE COCES, flUlES, pfqCi LEIIDHONE IJ10 EIECiRIC SFJMCE CONNECIpN PoIN15, ROUPNG/J10 ASSOCWIED
RECNUl10N5,M�0�UTHOftRIES SWLLL BF MME BY iHF LONLROLTOF MTIpUi REWIREMEM$ WITI LOCAL MlIIY COMP.WIE$ p HIXIEL CONSiflUC110N MANR(£!t.
AOOI1101UL C1W2CE TO TIE OWNEA.
C. UNOEflWflIIER'S IABOPATOPIFS(UL):NL MRTpiWS,MR4NCE5. E�UIPYfM,OR 4. ME CAM0.4CTOP SXµ1 PPGNOE 1EMGOfNRY GOWpi Nip lIG1(IINC AS FEOI11Rm FOfl TIE WORM.
OP �MCES SWLLL CANfDflN N TIE MPl1GBlE SiPN6WG5 Of IINDERNFIiER'S
UBOMTOflIES, INC.iNE VBFl OF, OR OSIING BY. UL R REOUIftED. i LOGl10N OF EOUIPMEM. fANOUR ANO OEVIL6 SHpWN ON iNE OMWINGS PRE 0 8�����7 FlNAL CONSTRUCTION
PFPRO%IMAR PN�51441 BE CCOROINqiED KITH FlELO LONDIl10N5 PpIDF LO ROVLH-IN.
SECIION I6110 - RACEMRYS. 60%E$ANO FlRING$ fi. 1XE CON�IIR HlINS AS SXOWN ON TIE PWiS RRE RPPPDXIIMIE. EXRCi LOGLION PNO
rsounnc sw�u ee�n cxisrwc ncin corvomons. A 8/09/07 CONSTRUCTION DRAFT
R. CqNDUR FlIiINGS,COXNECTORS M'0 COU%JNGS. EMT LOlIPl1NG5 M'0 CONNERORS
EIiHER SIEFL OR AU1lFA9lE IflON ONLY 'CONCPEIE➢CIT OR 'flNN iICHI'TNO �, PROVIOE PULL BO%6 PNO JUNC➢ON BO%6 WHQtE SHOWN OR REOUIREO BT N6. PROFESSIONTL STRMP
cm+cR TMc cw+o nxo awc couvaessiax �rve or+ srax�ss srce�Mu�na� ELECl1�ICAL LEGEND
POIM LOCItING TPE. CONNEROPS TO YAK INSUTAim 1XRW15. ELIT FlrtINGS 1I51NG 9. ALL LONWIIS SIULL IWVE BENOS N40E IN ACCORCPNCE WfM NEC TP9tE ]I6-10.
I SET SCREW$ OR INOENTAPON$/5 A MFAX$OF ALiACMMENT ME NOT PERIAIiIED. NO RICHi PNCI£OEVICE OT1ER 1NAN STANpMp CONOUR ElBOWS WRH 1]'MINIMUM
j B. BUSHMGS'. MSUlA1ED 1YPE OESICNm i0 PREKNi IBMSION OF WIRE$WRHOUi INSI�E SWEEPS FOP ALL CONWIIS Y OR WiGER. y��
IMPN0.INL 1NE COMINUItt Of iHE CONpUR Gft0UN01XG$YS1FM, fpR ldGID$iEFl S I MBOLS A88REVIATIONS MOf 1y1r.
<ON�VIT. IMC ANO RIfA�PLOMINUM CON�OR. 9. NL LONWIT iFftMINRlI0N5 SWLLI BE PPPAOFD WIIH PVS11C TIROAT INSIIIATING �y
GIi00NpING 9UAIINGS. �! ��� '`iw
u11ENNn GBLE COVER 0.55EMBLx
C WNWR IH4ILUilONS: CONOOrt MIEMS. ENi. OR plGlp NON-NEiµLC CONOOR � CANOUIi NftNML UP RCG � �
10. ��RES SIlµ1 BE ITVE 1NWN. SOLID.ONNFPLED COPPER UP i0 92E 810 AWG (gB AN� 3
IINlE55 NOiED. INSiTLL CONCCLLID CON�IIIi rWD EMi IN k5 OIRECi L1NE5 AS POSSIBIE. UPGFA 51U11 BE CONCQJIftIC SIflPN�EO)]5 OEGRE£C. (I6"1 OELflFFS Ff. 9BS �CB COPGER�NIENIU CflWNO&� s �W'��M�
INS�/11 E%POSFD CONOUIF ANU EMi 1'WNLLLL LO 011 AT IIIGIR ANGLL`TO TIC lIN[,�i CONDUCIMIY. MINIMUM �12. -� WNOUI�NFNING COWN ,PM.AIW p p
OF TIE BUIL➢IN4 RIGHT eNGtE BETI05 M IXPJSm CONOIIR M'�EMi RIlNS SIWL 9E µ�G PMEflIGW MPE GMIGE ��g7�.E�
MADE MT1 Sl�NpMp ElHPNS, SCNEW JOIMEO WNDUIi FlIIINGS 01i LON�Urt BENT 1L CONOUR flOUGN-IN SWll1 BE COORqWdED WIIII ME MECWWICA�EpUIPMEN!tt11W10
TO RROIUS NO LE55 TNN lHOSE OF STpNpqqO EIBOWS. LOGPpN WNNCIS. VEPIFY WIM NECINNIGL COMR�LTaP AN� CONPLY l5 PEWIRm. fANOUR RUN UN�QtCR00N� � g�ppppEP WIRE ���
f 1$.�LL GRNEL OIREC�OWE$ $IMLL BE 1TPEWPIiiEN NOI IVNO WARiEN. WNDUIi RUN RBWE GROUNp B15 BASE 1MNSMISSION M1EN
� �. CONOIIR$IIPPORIS: P0.GNOE$UPFpH3 FOR MOWZONiqL CpNON15 pNp EM! 1�.INSTRLL PN EUUIPMEM G0.0UNOING CONpUC1pR IN µ1 CONOUIIS PER ME $PECIf1UTON5 CI9GE LW% 501ATF➢GROUNp 8V2 EXlpAVL
MOi MOPE TWl B FEEf MPRi WITI NOi tE55 iWW THO SUPPORIS fOR EpCH 10
FWT SIIWGXT IENGTI(ND ONE SUPPOIR NFA2 FACN E180W OR BEND MCW�MG PNO NEC. iNE EONPMENT LROUNDING CONDUCIORS SIV�LL BE BONOED Ai/�l1 JVNCTOH O uE�ER ON MEIEA/BRfAKER UNR
R11N5 PBME SIISPENOm Cpl1NG5 M'D WIT11N J FEEf OF µL JUNC11pN BO%ES, �%E5. PULL80%E5.NJ�RLL OISCONNECT SWIiCHES,SlMLERS.M'0 FAl11PMPR U91NE15: OWG OWWING
SNITCN6, fI!lINGS. ElL. INSiNl ONE HOLE PIPE SIPRPS ON CONOUIIS I INCH IXi � ENi ElECIHIUI NEfAWC NBINC
SWLLIEF INSIp11 INOMDIML%FE X4NCEIiS FOP CONOUIIS WifAi 1WW 1 INCX. I<.1HE COMRACTOR SHN.L PflEPNiE 0.5-BUILT DRAMNGS, WCUNEM ANY PNO ALL WININC 5/B'y 10'-0'COPPER CVD
SPPING SIEEL�ASIENEAS WIIN HAVGER F0�5 IMT BE USm IN ORY LOUTONS M IIEU pN0 EOUIPNENi CONDRIONS PNO CWWLES WHIIE COMPtETNG MIS<ON1RACi. SOBMR AL GROUNO ROO �Q� GENEFATIXt DMWN BY: OM CHELNEO BY: KB
OF PIPE S1PM5. 51184M1141 COMPI£lWN. GPS GLCH4L POSRIONING SYSIEM
� E%ORIQiMIC ttPE CCNNECIION JOB �}: 2�89.9d1
SECIION I6130 - CON�UCiORS 15.Nl�ISCONNECT SA'IiCHES MIO OiHQV LOMROWNG OEVIC6 SHNL 6E PROVIDEO WIIry Gft GIEOxTN
A WIF6 PN�GBlES (6�WL1S): CONNRM tt1 ME PFPLIGBIE lIL AND ICEA G'CRAKD UAIICOID WWEPIAiES INOIUPNG FOUIPMFNT LOMPOLLN. 9MNCH CIPCIIIIS � COMMESSION TPE CONNFC110N �� INiERIOR GFOIIND FING (INLD)
INSiAIIID ON. Ni0 PPNEL LOGPONS FED fAON (IJO E%CEPl10N5J
5lPNpMpS FOF 1HE WE IMFNOEO. USE COPPEP CONDOCiORS WRN WO VOL3 SIIE ADDRE55:
INSOUPON IINLE$$OIHEFWISE SPECIFlEO OR NO1ED ON T1E DMWINCS. USE SiRNJOm NOff. El£CIRIUL GURACIFRISTCS OF FLL E�UIPMEM (NEN AND IX511NL) SHNL BE FlFLD -C-C- CROUNp flING. Y�AM'G SOLIO IAGB LOWER NlIENN4 COPPQt GROUNO 94P
CONOUQOPS FOP NQ 9 OP IAPGEF WHQVE ELSEWHEAE SPRIFlEO OR NOIF➢ OLHQiWISE VERIFlE�WIIH iHE OWNFA�S ftFPPESFMAl1VE ANO EOl11PMENT SUPRIEIi PFIOF TO flOOGN-IN 11NNE0 flNE COPPEF GROUNO
ON TIE OIUMNCS. lISE OF RIIMINUM CONDUROFS WILL NOi 9E PERMILIEO. INSUTAiION OF CONOVIi AND WIRE. P11 EOUIPNpIi SHLLL BE FROPERLY CONNECIFD ACCINlDING 11l TIE WNOUCTOfl 6'BELOW iROSi IINE HIGB MASlEP ISOIAiED GROUN�WE 12 FIRST J 11�EEry 1
SH4LL 9E TlPE TIHN/iHWN, ]5'C, fOfl P11 C�NDUCTORS, IISEI£55 OIHEFW15E SPECIFlE� WJIEPIATE DATA NRNISHEO ON THE EOUIPMFNi (TIE OESIGN CF 1HESE PIANS ME 8�SE0 M'0 24�OfF CONCPEIE PIATh"ORM
Ofl NOIED ON 1NE O(tAWINGS. UPON 9EST AVNVBIE INGORMq11pN AT 1HE 11ME OF OESIGN AND SCME EWIPMENi GCS P�ak°l LOMMUNIfq110N SYSiEN
CFKRACIERISTCS WY NO!BE CDflREGT 0.5 SHGWN ON T1ESE IXUWINGS). LOU11pN Oi" pPC PO'MEF PROTECIION CABINEf SALEM� MA O 19!O
B. COLOF COWN4 PW15E. NNRNL,rW0 GROON�CONOURORS COLOR-COOEO OUR£I5. BO%E5, ETG ANO 1NE ME L£CONNECIION (PWG OF OIRELT) SINLL 6E REPPESENlS OEfNL NUMBQt
IH qCC01EMNCE WIRI NEL CONNEQ P11 LONWCTORS OP TIE 54ME COLOfl i0 WNFlFMEO WIM TIE aMlQtS REPRESENAINE PRIOF TO flOUGH-IN. N%% PFC PflINPRY RIDIO CABINEf
TIE SPME PH45E CpiDVCfOP. LOItIR fAOING SHLLL BE 91ACI( RE�. BWE. X%% rREF. DMWINC NIINBFA p�s pIGIP G4LVAN12m $�EEL
WHRE (130/308J DR 6flOWN ORANGE,YELL�W, GMT(3>)/�80)WIiH GFEEN 16.FLL UNOEAGROUNO CONOUR POU➢NL SIULL BE CCCfV01W11E0 M Fl0.p BEIWEEN
POH PLL GROON�CON�OCLOftS. COMMCTOP.NIO RESPECiIVE MLIIT WMPANIES. �. �.�ypy
F CONNECTDPS AN�LI1G5: Pofl COFPER CONOUCi0R5 N0. 6 PND SMPLIER: �M »��CONOIlI15 ROl11ED 9E12YN 6PP➢E SXNL iMN51➢ON ID RIGID LiLVANIZEO F18pW5 �yp ttplW. SMEEf RRE
SCOTCN-Lp( Oft T&9 STA- WITH PIGIO GLLV5N2E0 SIEEL CON�Ort/90lE GW➢E
KON LOMPRESSION OP INOENT TPE CONNECTORS W1111 %%X �EfNL NUMBQV SSIP NEXIEL SPECINUM LIMITED PPFfNER$NIP
�� INIEGPFL OF$EPPAATE INSUIp➢NG GPS fOR COPPEfl CONOUCTOftS WiGQV THPN 19.LONiFAROR SINLL PRWIOE KL OIPEQ BURIEO CONOOIIS VAiH 6'WIOE 8 MIL THICK
N0. fi SIXDEPLESS, IN�ENT, HIX SCflEb OF BOLT ME PRESSURE CONNELTOPS, ILUMINRED PUS11C WMNINC TME IOENTIfYING COMENIS.TME COLOftS SN.LLL BE OPPNGE UAGB UPPER ANLENIU COPPpi CROONO &N ^LOT.'�^{s/����0 �
PflaPp2LY LVEO OF INSOUiEO. FOR 1FLEPHONE ANO ftm NR ELECiPl0. �E) EXISIING 1, ��' 1`
19.El£CiRICAL LOMRACLOF SIULL PftOVIDE A SECTON OF SELLIIIE CONOIIR FOR lELCO ���T� ^�����`r
0. SPl10E5: (�80 WL15 RND UN�EAJ: ; CONOIICiOR IENCiNS SXµ1 6E COIIlINW115 FROM �ONNECiION i0 1HE RiIMMY RAplO GBINtT. COOROINAIE E%ACi CONNECTION (P) PRJPOSN L ll ��1
EA
1FRMINAl10N TO iEFMIN4110N W1MOlR SNCES UNl£55 MPRWm BT TIE BIIIL➢ING 1YPE WfIH WCENi.
INSPELiOR.
� I0.ElECIRILLL COMP�CiOR SW1L PRONOE R SEttqN OF SFALiRE CONOUR NR POWEq CONNELTON
.�sCC110N 1G220 - ClftCllli 80.L1Fp15 N iNE PXIYwPr RApIJ(A91NET. Tn'[�Jrvirwt.iVii a�uLL✓nJviGE NI PGGIIIJNnL 0'-U"I:UR N
WIRE NT 1HE END OF iHE SEALTIE. $HEET NUMBER:
A PPOVI�E NOIDm GSE. BOLT-0N ,IHERMPI MAGNETL 1PIP. SINGLE,TYO OR TIREE
PolE BflPNCX CIRNR BflFNtEPS 0.5 SHOWN ON ORAWINGS. MIIl11PlE PolE BPEV(ERS
SH4LL BE SINGIE IWNOI£. CONMON ifllP.NL R4iING i0 M4TCH E%IS11NG OR AS ^- •
REOUIFED fOR qVNUBIE FPllLT CIIflFENR. N' 1
1J
• � ���:
FliON ANiENNA SOLlO�COpG�ERSPRINT S p ri nto �
JUNPER REQOIPED ONLT SPECIFlCATIONS fi AWG PROM qNiENNA G4BLE
RX WHEN 1-I/6'n AND ROUNp KR�
WiGER (IYPIUL) 2 HOLE, LONG
Tx BnRREL nNNE�
��RX SOLIO COPPER LUG 5/5 MT WlSHER
��yp� � Together with NEXTEL
rvare rnirviMurn mP�� caourvo � � 9 CROSBV DRNE
or� TMA�nns ro s/s ao�r (tta.) on wa.�oR a
WtcE UNrvEr+SnL BE hSiBLE (rmJ oN nNiErvrvn BEOFORD, MA 0�730
' KI�(1TG�0;FlNG o
� 2 3�6 o��po
srauonno caauwnac � �°° °� 4G PR�JECT
(SEE NOTE�1)TMP� 5/S FtAr wns�' O O O O O O O O o a a a�o�°a o 0 0°°��o
s/sHur (mvJ �p O 0000 O O 00 OQOQ � � ° �
/ oop0
5/5 SPIf�WFSHER O O M XTON
ANiENNA CPHIE (T/P.) �•
ro ���T ��� CHERFT INSUTATOR
INSiALLED IG LEGEND
REOUIRm PEF SPRINT �Eoy�ma�yy.
SPECIFlLATIONS I- COPPEA NARCER GROUNO BNR, 1/�'% 4'% 20', GBIT 1M20 J 2-) 5p�yi �slan, MA MAS
COA% GPOUNp KIT HQ£CEMFRS TO MAtCM NEMA OOUBLE WG CONFlGURATION �.(�)93��g�
2- S�NIDOFF INSUTATORS. NEWION INSIROMEM G1i. NO. 3061-�
FRON ANiENN4 CICBE G20UND H<A NEWfON 3- 5/6' LOCKW/SHE25. OR EQUAL Fm:(5a8)936-6195
FRAIAE SUPPOftT (Op EQUPL, SIMIIPR TO 1VI0 HOLE LUG. TO BE l- WALL MOUMING BPACHE�, NENTON INSIRIIMENi CO. CAT N0. A-fi056 OR EOUAL
MOUNTED �EPA/BELOW USFD WIiN �2 AWG 5- 5/9-11 % 1" HIX HEAO CAP SCREW BOLT SRE NAME:
ANTENNA �L BCN TO GROUND RING
NOTE. SALEM PEQUOT
1. ALL HN20WARE 1B-0 STNNlF55 SIEEL INCWDING SPLIT Wf5HER5. I.CONTRACTOR TO U1RlZE KOGR-SHIEID (TNOMFS k BETS) ��' APARTMENTS
2 AWG BLW ON ALL WG CONNECTONS. PLL BOLiS. NUTS. Wf5MER5. PND LOCK WASMER$ SHALL BE 1B-B
N 12 AWG BCW. BONDED 2. COAT WIPE ENO WITH ANLI-0%IDATION LOMPoOND PRIOP i0 STNNLE55 SiE£L
TO GFOUND WIRE ALONG INSER➢ON WC BARREL AN� CRIMPING.
UBIE TRAY TO QGBE/MICB ��E B�
� NQiE; 3. PPP�Y AN11-O%IOAl10N COMPoVNO BEIWEEN ALL LUGS ANO BO55 �yp
�0 NOT INS�ALL G9LE GROUNO KR AT A 9EN0 AN� ALWNTS &WS PRIOR TO MAiING ANO BOLTNG. BSOIYC!V9—A
OIRECT GPOUND WIFE OOWN TO LIGBE.
CONNECTION OF GROUND INSTALLATION OF GROUND GROUNDING — STANDARD s� e
WIRES TO GROUNDING BAR�1 GROUND LUG DEfAIL 2 WIRE TO GROUND BAR ��1 DETAIL GROUND BAR 4 HS03XC054—A
SCNE: N.T.S. � . SCPLE: N.T.S. SGIE: N.T.S. SGll£: N.T.S.
CONSTRUCTION DWG'S
(E) ANiENN/�
MOUNTING PIPE (� �Fh'tU.
ttP. OF 1 PER
PMENWI CPBIES '�Mw'W`��' SEMOR h`��EN'u CABlf5
SECTOR AIPWI SECfOP BEfA SELiOR G6MIM �
�� �� ty)wnoa+�s am {�
���•� 0 B/10/07 FlNAL CONSTRUCTION �
(E) c� �� �p)� �,g� A 8/�9/07 CONSTRUCTION DRAF7
GROUNOING KIT fRW1IDINC Mf(iT➢.)
PROFESSIONRL 5fM1P
(EJ CIGBE (E) CICfiE (Ej qGBE
V}tx oi�
(� �'6/0 NWG (Ej CICBE GROUN�BPR �� iwcmn
CPEEN INSUUTE� LOGiED AT SlID MOUIl� - w
COPPFR WIRE (EJ p2 AWG NFAH TME ANLENNIS (ITP.) 3 '����^^^��
BASE COPPFR �y,p�m p
I WIPE (11P.) <'p Pd�"
(E) qG9E (E) CPBI£1RAV ry� �ps�6���e
i v6uum�i0�m woE �WfwIF�D a�EGu�wdr 3 4
I LOCAiE� AT H45E ���� E-2 E-2
� OF E�UIPMENT (E) SPRINT
I PIAiFORM �'���Y ����� PPC CABINEf
ORAWN HY: ON CHECNEO HY: KB
� � JOB *: PB9.63�
� I (E) SPRINT EOUIPMENT I (E) SPRIM
GBINEfS, ttP. OF 3 GROUND RINC SRE PD�RESS:
c�> n�� I �❑ ❑ I
awu�n cowm vnx�
�e> pz nHHco 12 FIRST STREET
COPPER �m> SALEM, MA 01970
�. I
(PI MIM% RIDIO
� fi18MET AND
(E) �4/0 AWG GREEN I PbMFAPWlf hIBPI[T
GROUNDING LEGEND ixsuwren coPvice wiree w I
uourv� CUNUUII O` — — — — — — — — — — — — SHEEf IIRE
—�— �R°°�o �PP�a ,�RE, rZE,� �°� RISER DIAGRAM
(E) GPS MOUNi ) �rD
_�_ IXOIHERNIC (UOWEID) EOUIPNENT'PlA OFN �s
CONNECIION h GW. SPRAY & GROUNDING
■ MECHPNIChL CONNEC110N DETAILS
GROUNDING
SCHEMATIC DIAGRAM �, SHEEf NUMBER:
(P) = PROPOSED scn�: Hrs J
(E) = EXISTING
E-2