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12 1ST ST - BPA-12-620 SWAP 3 SPRINT ANTENNAS ,�,/ _�;� B5�3X �a5�� ��. c� -I� �,�.� ��7 � � . . r� � The Commonwealth of Massachusetts � Department of Public Safety Massachusetts State BuIlding Code(780 CMR) Building Pernut ApplicaHon for any Building other than a One-or Two-Famil g� (This Section For Official Use Only) Building Peanit Number: Date Applied: � Suffding Official: SECTION 1:LOCATION(Please indicate Block#aad Lot#for locafions for which a street address' ot available) Il F�fs+ 5t sAi..�t� vi97c� P�euo-r ►tt��+�At�n� No.and Street � City/Town Zip Code Name of Building(if applicable) � � � SECTION 2:PROPOSED WORK � EdiHon of MA State Code used_ If New Construcrion check here 0 or check all that apply in the two rows below �.. Existing Building❑ Repair❑ Alteration ❑ Addition❑ Demolition 0 (Please fill out and submit Appendix 1) Change of Use ❑ Change of Occupancy ❑ Other �,'Specify: I � .�e �h Are buflding plans and/or conshvction documents being supplied as part of this permit application? Yes f3� No ❑ Is an Independent Structural Engineerin Peer Revi w requ red? i ` 1,�� Yes L� No ❑ �- Brief Description of Proposed Work:��� '�� ' � -�l�f[�Q�iI'` ����1�(7�'"� (�u�'T�+��(q��— !'�tiht�,�:k rnlwva L,�t`�'� oe.T PoaUn, Ylecess�4rt, �^'la� enance ,� SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR ' CHANGE IN USE OR OCCUPANCY Check here if an E�sting Building InvesrigaHon and Evaluafion is enclosed(See 780 CMR 34) ❑ Existuig Use Group(s): Proposed Use Group(s): SECTION 4:BUItiDING HEIGHT AND AREA � Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) ''� Total Area(sq.ft.)and Total Height(ft.) SECTION 5:USE GROUP(Check as applicable) I A: Assembly A-1❑ A-2❑ Nightclub ❑ A-3 ❑ A-4❑ A-5❑ B: Business ❑ E: Educafional ❑ F: FaMo F-1❑ F2❑ H: Hi h Huard H-1❑ H-2❑ H-3 ❑ H-4❑ H-5❑ . I: InsHtuHonal I-1❑ I-2❑ I-3❑ I-4❑ M: MercanHle❑ . R: ResidenHal R-1❑ R-2❑ R-3❑ R-4❑ S: Storage Sl❑ S2❑ U: Urility❑ Special Use�and please describe below: Special Use: ���� SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA ❑ IBO IIAO IIBO IIIA ❑ IIIBO IV 0 VAO VBO . SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item) Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit: Debris Removal: A trench will not be Licensed Disposal Site❑ Public❑ Check if outside Flood Zone❑ Indicate municipal❑ I required 0 or trench or specify: Private❑ or indenti[y Zone: or on site system❑ permit is enclosed❑ Railroad right-of-way: Hazazds to Air Navigation: MA Historic Commission Review Process: Not Applicable❑ Is Struchue within airport approach area? Is their review completed? or Consent to BuIld enclosed❑ Yes O oi No❑ Yes❑ No ❑ �� � � ��SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edifion of Code: Use Group(s): Type of Conshuction: Occupant Load per Floor: Does the building contain an Sprinkler System?: Special Stipulations: �.��T� - � �1�a c�-`�..s�,� � SECTION 9: PROPERTY O'LVNER P„UTHORIZATION � Name and Address of Properiy Owner � � PPql;o} LP �7 �-1r5� 5�' S��LEM ��G17L1 Na�'me(Print) No.and Street City/Town Zip ProperTy Owner Contact Information: 478 -7�.�- ti3N4 _ - Tifle Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes SBR (ct-�n�nicc:i��/2�ciclJx��, O��e Resr��ci. D:.SIe1o�G Wry�hcvo h' �� Name StreetAddress CiTy/Town State Zip to act on the ro er owner's behaff,in all matters relative to work authorized b this buildin emtit a licarion. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 2) �� � . If buildin is less than 35,000 cu.ft.of enclosed s ace and/or not under Conshvction Control then check here 0 and ski Section 10.1 10.1 Re istered Professional Res onsible foi�ConshvcHon Control ��:�m (�c•1��� 5�-�- � �5 3z� 2��i15 Nam (R�g�strant) Tel phone No. e-mail ad'�d,rgss Re�istraHon Number �NP KeSPorrl. �P $�Z(IC _�FS�hn�cu�ill �' yY dl5 L Ivt� 0 2 Street Address City/Town State Zip Discipline Expirarion Date 10.2 General Contractor - 57I� �,�oMM�N�f���?1S Company Name SL-F� Sit�n;nFr�cr �7�q3�{ CS r Name of Person Responsible for Construcflon , I i License No. and Type if Applicable Z�; C.�1 U V C�n �-�^., W C S'{�YX7d Al:rab� � ��� Street Address City/Tow State Zip -`�—' � �''�'"" -�(,�-`(�( _-- Tele hone No. usiness Tele hone No. cell e-mail address � � SECTION Il:WORKERS'COMPENSATiON�INSURANCE AFFIDAVIT(M.G.L.c.152§25C 6 � A Workers'Compcnsation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this applicafion. Failure to provide this affidavit will result in the denial of the issuance of the building peraut. Is a si ned Affidavit subinitted with this a licaHon? Yes O No ❑ SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE �� Item Est'vnated Cosis:(Labor and Materials) Total Construction Cost(from Item 6)_$ 1.BuIlding $ Building Permit Fee=Total Consfruction Cost x_(Insert here . 2.Electrical $ appropriate municipal factor)_$ 3.Plumbing $ 4.Mechanical (HVAC) $ Note:Minunum fee=$ (contact municipality) 5.Mechanical Other $ . $ n� C�� Enclose check payable to 6.Total Cost L (contact municipality)and write check number here SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT � By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained�in this � applicaHon is true and ac ate to h best of my knowledge and undeistanding. ��ce lnlci,,,� � , rc r �-(�I'i-�3� ]2 Please print and sign name itle Telephone No. Date VlP �y�+arClti (�t _ S�e '1 r)('jt �1'S�'�Hl�OUQ� ✓� Ul Street Address City� St�te Zip Municipal Inspectoc to fill out this secHon upon applicaHon approval: Name Date Hudson� Design Groupuc � �� � �� ii - a;'I � �,M1L� � p a����,�� ` � }� S {� A +��- + °�',r.:C � :�� "� ' t�'� 3� + , "-t'w.. � �ti ..� �. ��3 � i# i. a .. .. �,:.wSi..+•.�. .�. Photo 6: Sample photo showing the existing stub-up connections. .T �� . .. ,� � � 1 ,, �'. , c , 9 r .,Ft.: „m ��-. �� _�: ���� f� � � 4f �• �} � tik ' � � � f.y. I�� .a : T Photo 7: Sample photo showing ihe existing lower/higher trome connections. n _ � � � �;� z m � �6Y1 f i `� N s �, � N x _ � � F _ w xi5 � wcx�5 � � n '° wGx�S w[x�K �'°:� �� r £ � � d x *� n �y � � w � � � w6Y�5 �f r c I .a N I U �--- _ -�------ _-�- �_�. h �' �n W IOX'(� � . 3 N z m w8K1� � y � v, G1 u O ' ; � £ uBX2! � � �� N � G f £ � R _ N X W t "_' " H �--iox22 rn `^ w x Z ry' d�r �� tl r + � � �� � r �� �� r � � N L W � I�dI r w O � - ;d i � R—n $ m n U N 6� n � x � � �� p � . Cr�l � � � � -0 � �'� � � � c � � ao dD r 0 A w r� �`0. N n -0 a � y �- N � O � r r u a u Cil � w N o ,� ,� o -c r V h -1 JC 6� R F 7� M1` W W F � DATE: OI�l�_�Z. Q� Project Name: PE4voT N�'�IdLA.u��/L�il.vN Hudson � ProjeciNo.: MaA4907-Li IISo�St[OSy oesignGroup4 Design By: AA Chk'd By: r�s< Page_of_ , . .... � . . a _... ..�.,._. � ,_._. _ j • CNECK �UjL.Tjy,v,j�, �OOF CAF�ACETY T��SU1�IeT T!{E. 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' . . r . � ._— � . _.. _ , i t a # i • Ass(�HE 20o f 'I'�Adq w!4 X 4 8 �2 1 fT s9An�� F , � f ; � ' : � 1 , t ' I � _ � i ProJed:BSC3XC054(SBA•MA959071) �'9B '� Andres Agudelo / �� Locetion:Ruilding Beam Hudson Design Grroup LLC � Multi-Loaded MuItFSpan Beam 1600 Osgood Steet,Suite 2•707,Bldg.20N a [20091nternational Building Code(AISC 13th Ed ASD)] �North Andover,MA 01845 � A36 W74x48 x 27.08 FT StruCalc Version 8.0.708.0 - 1172/2012 4:25:02 PM Sectan Adequete By:138.5% LOADINd DIAGRAM � Controlling FaMor.Moment DEFLE�TIONS Center , Live Load 0.19 IN Ln332 Dead Load 0.75 in Total Load 0.34 IN L/752 q�g�„�yA live Load Defleclion Cnteria:U360 Total Load DefleGion Crderia:U240 $TEL'L FRAN� REACTIONS @ + Live Load 6324 Ib 6324 Ib Dead Load 4695 Ib 4827 Ib Total Load 11019 Ib 71151 Ib Bearin Lengtb 1.19 in 1.79 in �� _ .. ... BEAM DATA � C,�r�tQ( . .. . .. 1f.oen . .� ..��� Span Length 21.08 ft B � Unbraced Length-Top 0 ft Unbreced Lengt�-Bottom 21.06 fl $TEEL PROPERTIES UNIFORM LOADS Center - � W74x48-A36 Uniform Live Load 600 plf UnMorm Dead Load 380 plf Beam Self Weight 48 plf � Properties: Total Uniform Load 1028 If YieldStress: Fy= 36 ksi ModulUs o/ElaSticRy: E= 29000 k6i POIM7 LOADS•GENTER SPAN� � � - � - � DeDth: d= 13.8 In Load Num6er One Web Thidcness: tw= 0.34 in Live Load 0 Ib Flange Width: bf= 8.03 in Dead Load 500 Ib Flange Thickness: H= 0.6 in Locatlon 73.33 ft Distanw to Web Toe of Fillet: k= 1.19 in Moment of Inertia About X-X IUcis: Ix= 484 in4 Seetion Modulus ACout X-X Auis: Sx= 70.2 in3 Plaslic Section Motlulus About X-X Axis: Zx= 78.4 in3 Design Properti�perAISC 13th Edition Steel Manual: Flange Buckling Ra6o: FBR= 6.75 Allowable Flange Buckling Ratio: AFBR= 10.79 Weh Buckling Ratio: WBR= 33.59 PJlowable Web Buckling Ratio: AWBR= 106.72 Conhol�ing Unbraced Length: Lb= 0 ft Llmiting Unbraced Length- for IateraMroreional buckling: LO� 7.95 N Nominal Flexural Strength w!safety hctar: Mn= 140838 ft-Ib . Controlling Equation: F2-1 �Web height to thickness ratio: hRw= 33.59 LimRing height to�thickness ratio for eqn.G2-2:h![w-IimR= 63.58 CvFaclor. Cv= � 1 Controlling Equatlon� G2-2 Nominal Shear Strength w/safery fador; Vn= 67565 Ib Controlling Moment: 59055 tt-Ib 10.75 Ft from left support of span 2(Center Span) Created�by combining.all tlead loads and Ilve loads on span(s)2 ConVolling Shear: -1 N51 Ib 21.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s Comparisons with requiretl Beetlons: Rea'd P vi � Moment of Inertia(deFlection)� 154.38 In4 489 in4 Moment: 59055 ft-Ib 140838 ft-Ib Shear: -11151 Ib 675651b .. � H n�` udso D Design Groupuc a Reference Documents � � � , , t p �« ; Structural Analysis Report ''„ t , n.: W.. . . MA BOS5769a - � t .;� Salem Pacquot Apartments � �;1215`Street ' '.`` ':Salem,MA 01970 ,: k '` � : r C 1 4. . ��„ r '� M8rC11 $,�2UlU �� �I� �� ' i"'�WI �4, � u� � ��' I .I ;�. �. OIW9Miuoeofl0lr�g .. .. . . . . . . . � F Prepared for: � 1 cle�rw're' � 4400 Carillon Pt. Kirkland, WA 98033 Prepared By: Pr�Terra ` DESIGN GROUP, LLC 0. 1 Short 3treet, Suite 3 � � Northampton, MA 01060 Ne.is�ee Tel: (413) 320-4918 '��sst�`° Fas: (413) 320-4917 3 ,� Pr�Terra DESIGN GROUP, LLC SCOPE OF WORK: ProTerra Design Group, LLC (ProTena) was retained by Clearwue to conduct a structural evaluation of the building located at 12 Is` Street in Salem, MA and assess the capacity of the struchue to support the installation of(4) microwave dishes. On February 19, 2010 this o�ce conducted an on-site inspecfion. Attendees included Tom Johnson, PE and Jesse Moreno, PE. This report represents ProTena's findings and recommendations pertaining to the support of Clearwire's equipment. EXISTING CONSTRUCTION: Sprint currently has an equipment installation on the roof of the 12 story aparhnent building. , The installation consists of a raised equipment frame used to support the radio cabinets and (3) ' custom steel frames, each used to support a sector of panel antennas. Each antenna frame is constructed of steel w-beam and angle members, and supported by the parapet wall (2 places) and post downs onto the roof at an underlying column and roof beam. Four 2"dia. pipe mounts cantilever above each steel frame and currently (2) panel antennas are mounted at each sector. The antenna frames aze located at the North (Alpha Sector), East (Beta Sector), and South (Gamma Sector)comers of the building(see attached Beta&Gamma Sector Frame photos). PROPOSED EQUIPMENT: " � Clearwire proposes to install a total of(4) microwave dishes onto the existing Sprint antenna { support frames ((3) at the Beta Sector and (1) at the Gamma Sector). To accommodate the { dishes the two panel antennas will be relocated onto adjacent pipe mounts. New 3" dia. sch. 40 � pipe mounts will be installed to support the microwave dishes. New 2x2x1/4 angle bracing will be installed between the vertical pipe mounts and also as kick bracing between each of the pipes and the existing steel supporting structure. EQUIPMENT SUPPORT RECOMMENDATIONS: Based upon the attached calculations prepazed by William O. Bishop, Shvctural PE, ProTerra fmds that the existing structure is capable of supporting the proposed Clearwire microwave dishes, provided the microwave dishes are installed, and the supporting structure is braced, in accordance with the attached detail drawings. i Short Street,Suite 3 Ph:(qi3)3�0-49�8 Northampton,MA mo6o Fax:(48)32o-qg�7 � , ` a' o.c. (rn.) (e) lx'xYxs/is- E'SPRINT ANTENNA P WMAX ANIENNA BRACINC SHIM AND (?) 3�0 % 0216 SIEEL � � � � ) RE-FASTEN (T1P.) PIPE MASi (7'-7 k�) WELDED TO NEW �' BASE PLNTE. �ASTEN -� N11H (4) �0 A-}25 BULIS � I I :���,�y ���� � Z�m BH ANTENNA I I i`}�<§ WIM<x p�[I ANTFNNA :�q'.'.r4� Y +n` F I I �l1,.?i . 0 0�� F 2.5'0 BH ANTENNA � I _"_v � � H (E) L2�X2'% •_:__� . � . I \ 3/16' BRALING T�r � e 2,r BH AMENNA � � n �T1P.) f�..,,�.1 ANGLE•BRACE J � (P) L�'%Y%�� TO SUPPORi ANGLE 6RACING 57EEL CONNECTEO CONNECT NEW BY(P) CIIP ANGLES TO (E) ANGLE (TYP.) SUPPORT FRAMING (ttF.) (P) L2'X2"%�' (P) 9'%9'% j DASE PLATE ANGLE BRACE IN- WELDE� TO (P) 3"m % 0.216 PLANE. FASTEN STEEL PIPE WITH �0 U-BOLT$ w6%15 , (�� f w6Xtb (P) l3�%3�%f" CUP ANClES. CONNECT " (E) 2'0 % D.154 - . NEW ANCLES TO (E) STEEL MAST(M.) FRAMING (TYP.) (E) L2'X2'%{�" NOTE: ANCLE BRAGNG 1. ALL STEEL IS ASTM A-36, GALVANIZED. U.O.N. � 2. ALL BOLTS ARE }'0 A-325 HS BOLTS, (E) STEEL ANTENNA GALVAN2E�. `R""E h"'.� ANTENNA M�UNT ELEVATION (BETA) 3. ALL U-BOLIS ARE �'0 CHLVANREO. SCAIE: 1'.3' 4. PLACE �' SHIMS BEHIND 2"0 PIPE TO ALICN BRACINC TO 3"0 PoPE 5. ALL WELDS E70X% ELECTR�DES [ k (P) 2�0 BH ANTENNA (E) MASONRY ,�',� ���j (7) W/6° SEPAPAiION PARMET (TYP.) �� �+ (v) �zxzx3' ? � ANGLE BRAC�NC � � (P) Y.50 BH ANTENNA ''i �'� I (P) l2%2Xf' ANGLE '.... � � BRACING W-vLANE ' FASTEN W11N }"0 I (E) L2'x2'x U-BOLT (TYP.) �� � 3/i6� BFACING � (TYP.) ? � t . (P) L2X2X�" I ' � ANCLE � I BRACING I � � �. � \ (E) STAIR PENTHOUSE \ � (E) SPRINT . � � � ANTENNA �� \ � \ (P) mMAX (P) L2%2%3' ANGLE I ANTENNA BRACINC TO CLIP (E) SiEEL ANTENNA ANGIE (TYPJ ..� 3 FHAME (Irn.) NOTE: '..�� �. ��g ANTENNA MOUNT FRAMING PLAN (BETA) 7. ALL EOUIPMENT LOCATIONS AftE SCnLE: 1'=5' APPRO%IMATE. REFER TO APPROVED 1AOflR150N r�,e HERSHFIELD PLANS FOR NEI(',HT$, AZIAAVTHS, k ��- INSTALLATION DETAl15. STRUCTUR/LL SKETCH ^ • Q DATE:03-05-10 Pr�Terra SITE NUMBER MA-8055769a �/lear w re REV 0 OES�GN GROUP, LLC 4400 CARILLON PT SITE NAME: SALEM PACQUOT APARTMENTS KIRKI,AND, WA 98033 JOB //'10-012 ADDRESS: 12 FIRST STREET TEL: (425)216-7600 i sn,.�so-.at a�te S P��(��3I130-�BtB SALEM, MA 01970 Nwtn�o�aa ea moso ra,:(as)uo-<on FAX: (425)216-790o SNEET: SK-7 . + o.a (na.� (E) SPRINT ANIENNA � (E) MAST �E) L2'%2'%3/16' (P) 3'0 X 0.218 STEEL FUTURE EXP. BRACING SHIM AND P�PE MAST (7'-7 }') W[LpED RE-FASTEN (TYP.) TO NEW }' BASE PLAIE. FASTEN r —i WITH (4) 30 A-325 BOI.TS I I A TENNAk I I ..� ��a�� F $'0 BH ANTENNA � � Y�4�i� ...'Y � . ..�4'S ;.. NEL ANTENfda '—__. FWIIAAX Pd � � 1:'�-0i � � � � � � I � (P) p'0 BN ANTENNA (P) l2"%2'X�' � J }. ANGLE BRHCINC IN-PLANE. CONNECi (E) L2'%2"%3/76" TO MASTS INiH � }'¢ U-90LT5 (TYPJ BRACING (tYP.) (P) 9"X9"X 3' BASE PIATE � WELDEO TO (P) 7`m % �.216 (E) L2"X2"XS/16" STEEL PIPE BRACING (TYGJ W6% (EJ 2"0 % Od54 ANGLE`BRAdNG (P) L7X2"X3" �STEEL AIAST (IYP.) TO SUPPORT SffEI ANGLE BRACING CONNECT WITH P IN-PLANE. CONNECT � � TO MAST$ WITH 13�X3'%Q" CLIP 3••0 U-90LTS (TW.) (E) STEEL ANTENNA PNGLE (T1PJ GRAME (TYPJ � NOIE: 1. ALL STEEL IS ASTM A-}6, GALVANIZED. ANTENNA MOUNT ELEVATION {GAMMA) u.o.N. 2. ALL BOLTS ARE �7'0 A-325 HS BOLTS. SCALE: 1'e3' GALVANIZED. - 3. ALL U-BOLTS ARE �7"0 CALVaNIZED. 4. PLRCE �}" SHIA15 BEHIND 2"0 PIPE TO AUGN (E) SPRWT � BRACINC TO 3'0 PIPE . ANTENNA 5. ALL WELAS E�0%X ELFCTRODES ' � (E) 12�X2'%3/16' I � (P) L2X2%}' ANCIE �. � I � BRACING (TYP.) / ; BRACWG IN-�LANE � i __ % i — __ _ _ j � � (P) L2X2X�' ANGLE BRACING TO (E) St1PPORT STFFL � -—�—�————— — WiTH (P) CLIP ANGlES, (TW,) (E) STAIR PENTHOUSE � �� (AN ENNA � I (E) MASONRV :._ �� PARA7ET (TYP.) - . . . I �(E) L2'X2"%3/i6" p f BRACINC (TYP.) Y j { (P) 2"0 BH ANTENNA NOTE: ' � ANTENNA MOUNT FRAMING PLAN (GAMMA) 1, qLL E�VIPNENT LOCATIONS ARE SCALE: t"=5' MPROXIMhTE. REFER TO A�GROVED M�ORRISON HEftSNFlELO PLANS FOR HEIGHTS, AZIMUTHS, & INSTALLAl10N DETNLS. ProTerra STRUCTURAL SKETCH • pO DATE 03—OS-10 SIIE NUMBER: MA—B055769a clear w re REV:O DESION GROUP, LLC 4400 CARILLON PT SITE NAME: SALEM PACOUOT APARTMENTS KIRKLAND, WA 98033 � JOB #:10-072 ADDRE55: 12 FIRST STREE7 1 S�m1 51nef,Sulte 3 >k(��])1t0-19tB TEL (425�216-76W � �+amomnwn un oioso ro.:(ua)azo-�en SALEM, MA 01970 FA%: (425)216-7900 SHEET: SK-2 �' �.: Version i Not . � � v I, � � I I A �-�I � 2 � Z g �i b,�, i ; , ; � ' .— � ! Rt 3 f� , Rc. 2—�-- � r, � � � �� � I � I Nl'� � Z�f� � 2�� 5 + 3�� i � l�o� I sn�' q K 15°" �d p-�S�pu tAS� t CAS�z. 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SFLEM,MA01W0 � GN4 GENER4LNOTES CI � APPLICANT: SPRINT ��q� p_� ROOF PLFW 8 EQUIPMENT PLAN 0.4 7 O COUNTY: ESSEX 1 INTERNATIONAL BLV�, G� ZONING: (R3)RESIDENTIAL MAHWAHONJO]495 yA� �Yi�� A-2 ELEVATION �FGIST����(.�� MULTI FAMILY APPLICANT �ry �FS PARCEL ID: MAP 13 BLOCK 6 LOT 3 REPRESENTATIVE: ALROBBINS ROAD P•�. �, � Sr � ANTENNA SCENARIO 8 RF SYSTEM SCHE�ULE A WESTFORD,MA01886 p P �+� DETAILS CxEpfEO BY: Jlf COOR�INATES('): ��0 3 5 03 00" TEC(9]e)952-1600 ��G�'� � A-5 CABINET&ANTENNA WIRING DIAGR4M µp�pyEp gy; ppq SITEACOUISITION �`9 S '" S-1 STRUCTURALDETAILS GROUN�ELEV.('): 1224 (AMSL) CONSULTANT: SBACOMMUNICATIONS NSZ O � SUBMITTALS CORPOR4TION ,h,0.� �✓ E-0 TVPICAL POWER 8 GROUNOING ONE LINE DIAGRAM q[y ry�7[ p[5pR11pN B! STRUCTURE TYPE: ROOFTOP 1 RESEARCH DRIVE �'� PROJECT� SUITE 200G SRE STRUCTURE HEIGHT: 12]'t(AGL) WESTBOROUGH,MA 01581 ANTENNA RAD ��p��F" CENTER: 135.64(AGL) A8E CONSULTANT: HUDSON DESIGN GROUP LLC O� S � ' 1600 OSGOOD STREET t� pr,o �.� S � �� 12�� � PROPERTY OWNER PE�UOT II LIMIT PARTNERS BLDG 20 NORTH,SUITE 2-101 �o � ��/ ��* � 1Q12 FIRST STREET NORTH ANDOVER,MA 01895 SALEM,MA 01910 TEL: (9]e)557-5553 Q `� 9�2` � FAX(978)3365586 � � SITE NUMBER: SITEMANAGER: SBASITEMANAGEMENT,LLC �`� �t � APPROVALS BSO3XCOS4 12250 WEBER HILL ROAD, p � ' SUITE 120 � ST.LOUIS,M06312] p � THEFOLLOWINGPARTIESHEREBYAPPROVEANDACCEPTTHESEOOCUMENTSANDAtITHORIZETHECONTR4CTOR $ITE NAME: TOPROCEEDWITHTHECONSTRUCTIONDESGRIBEDHEREIN. ALLDOGUMENTSARESUBJEGTTOREVIEWBYTHE pEQUOT APTS. (')COORDINATES/GROUND ELEVATION&45E�ON RECORD LOCAL BUILDING OEPARTMENT AND MAV IMPOSE CHANGES OR MODIFICATIONS. INFORMATION IN SPRINT SITERRA DATABASE AND WNFIRMEDWITHGOOGLEEARTHBVALCATEL-WCENT SITE MDRE55: 12 FIRST STREET GENERAL NOTES SCOPE OF WORK �"EM. �, °,9'° CONSTRUCTION: DATE: 1. THI515 AN UNMP.NNED TELECOMMUNIGATION FAQ4TV AND NOT FOR HUbWJ HABITATION: 1. REPL4GE EXISTING MOO GELL 6 BATTERV CABINETS WITH(1)MM-BTS CAB�NEf AND(1)BBU CABINET. � �� -HANDIGAPPED ACCE55 NOT REOUIRED INSTALL(i)BBU GABINET 8 FIBER DISTRIBUTION BOX WITHIN EXISTING LEASE Al2EA, LEASING/ -PORTABLEWATERORSANITARYSERVICEISNOTRWUIRED � �� SITEAC�UISITION: DATE: -NOOUTDOOR STORAGE OR ANV SOLID WASTE RECEPTACLES RE�UIRED 2. REMOVE(3)EXISTING CDMNANTENNAS AND REPLACE WITH(3)NETWORK VISION ANTENNFS 8(6)RRH'S. TITLE SHEET 2. CONTRAGTOR SHALL VERIFY ALL PLANS,EXISTING DIMENSIONS,AN�CON�ITIONS ON JOB SITE. 3. 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ANIEL R GJ, E�IPMENT pIpTFORM (iTP. 6 PEF SECTOF. TOTQ OG 13) µTEHW` �M � PXOPOSEO BOOwa! I9pp�wa � C� � � 1!M WUMEO ON PIi0PO5ED E%ISiING RNIINC ,p � �E��A T"E �0P0�0 -� 0.4 � � b � ROOF PLAN � CRAPHIC SCALE �p����i � Q- � stxc: Ve•-r-o' �_� a r-r r-c �r-c x.•-r °""a[Ran�xc�w��� s-� F F(,'lSTE���4,�c• E%ISiINC CIFARN�FE �1p�}� � CPBINEi . \ � CxEpcEO Bv: JIt � vFOVO5E0 997)/�9alae � \ E�RAIi�� �'� �ED BY: OPN \ � � SUBMITTALS �v art asarouor+ ar c�csnxc�J RRYOi�EDm�.�¢�e NOTES: M� �,�■ � ro i) veavr ExALT ANTENNn MODEL dc s0.lo�EffiINc mUl iAw e AZINUTMS wffM RF ENdNEER PRIOR �/��T�E�� �-� TO INSTAUA7ION. EGII�Irt LOGTON 7 01 17 PXp11RVM'fD WS � ' ' '� 2) PRpPpSED NEw GPS ANiENNn TO I tt/0.1/11 M�r im ' REPLpCE EX157ING GPS ANfENNA SITE NUMBER; BS03XC054 ro� � e STRUCTURAL NOTE: I g�TfCpr CIiBrEr(rn.or tI �-� SITE NAME: �._e. PEQUOT APTS. G.C. TO REFER TO SPECIAL INSTALLATION REQUIREMENTS AND/OR SITE ADDRESS: MODIFICATIONS RECOMMENDED IN 12 FIRST STREET SALEM, Mn 01970 STRUCTURAL ANALYSIS REPORT ezisrwc svwm ou�voar� . PREPARED BY HUDSON DESIGN �� GROUP LLC DATED 01-12-12 / / � . ROOF PLAN & � EQUIPMENT 0 EQUIPMENT PLAN E%IStINC TELCO PLATFORM PLAN �� '�� '� u1D PowER CPBinEi � SGLE: 1/]'�1'�-0' �-� Qy,. �� 'M�e� ��� GRAPHIC SCALE 0 i t � art[r � „�_o� I A- 1 �. �� ro�o E�e�m z STRUCTURAL NOTE: e.rmn c�a�aT (n'v.a x) •-� IJ VERiFY ExACT ANfENn� YODEL d� AZIYUTMS W1TH RF ENqNEER PPoOR G.C. TO REFER TO SPECIAL print _ TO INSTALlATK1N. P11°P05ED°C OB1p1B1"°" � INSTALLATION REQUIREMENTS AND/OR �+orosrn eoo��aaaw ,� ����� MODIFICATIONS RECOMMENDED IN 2) PROPoSED NEW GPS ANiEN1L� i0 EIUS�MG�WPfR�RiuE �-� �i'rtevNnwnue�vo.suneeoo ma�wu1.n�mays e�m�c�c�r° STRUCTURAL ANALYSIS REPORT ����""'�� f$Pll�CE E%ISTRIC GPS ANiENNA 5'� PNOPOSEO 99I1/19978 � Ea�xr ue.c*a e PREPARED BY HUDSON DESIGN � E%ISi�NG QFMV�RE PNiENNA E��pN�� M� s' �0yoB0Dw ieo90a"n�� GROUP LLC DATED 01-12-12 � � S BA �D�D� �2 w+avosEo eaanu s �oom�a raavosco eaoa:s roodou 5_� xnx YwxtEo w vxavogo 1.] ���d� E%ISTNG CLEMWIRE E%ISfINC NETRO yR� ��� �0 ___ g_� �����O OISH a5 EOUIPYENT ��� E%ISIING LL£MNIRE 564COMMUNYAroltSCOaP. 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N/A N/A N/A N/A N/A N/A N/A POSIiION ANTENNA FREOUENCY ANTENNA MITENNA AZIMUTH MECHANICAL ELECTRICAL RAD CENiER HYBRIFLEX RRH MODEL TOP COPX TOP CONX TOP COAX TOP COAX COMBINER COMBINER ANTENNA STATUS (MHz) MN(E MO�EL E%ISTING pqppOSED OOWN TILT DOWN TILT (A.G.L) CABLE (RRH COUNT) JUMPER JUMPER JUMPEft JUMPER JUMPER LOLOR pmmwc� LENCTH • SIZE (INJ LENCTH (R)(•) MAKE MODEL LENGTH (FTJ CODINC Q O -8' BOOMHz (1) 1Iz MA% 10' Ri5 LCF 1/2' N/A N/A C G YG 2 p� �7 qqp�RyAY Cp W5 B-1 PROPOSED 800/1900 RFS �%���8-C 120' 120 135.6�3 60�! 1900MHz (1) 1/2 MAX 10' RFS LCF 1/2� N/A N/A C G YR 1 17/0.1/It FOfI flENfll I� � o� -r W N/A N/A N/A N/A N/A N/A N/A N/A 51TE NUMBER: m B-2 E%ISTING CLEARWIRE - - - - - - - - - - - - - - - - BSO3XCOS4 g_} EMPiY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SITE NAME: PEQUOT APTS. B_y EXISTING CIEnRWIRE - - - - - - - - - - - - - ' - - SITE ADDRE55: POSITION PNTENNA FREQUENCY PNTENNA ANTENNA AZIMUTH MEGHANICAL ELECTRICPL RAD CENTER HYBRIFLEX FRH MOOEL TOP CON% TOP COA% TOP COA% TOP COAX COMBINER COMBINER ANTENNA 1Y FIRST STkEET ���. STATUS (MHz) MAKE MODEL EXISTING DO'MH TILT DOWN TILT (AQL) G1BLE (RRH COUNTJ JUMPER JUMPER JUMPER Jl1MPER JUMPER COLOR SALEM, MA 01970 i, �� PROPOSEO LENGTH • SIZE (IN) LENGTH R • �E MODEL LENGTH (Ff CODING Q � -T 800 MHz (i) VZ MA% ��' RFS LCF 1/2� N/A N/A G G G YG �en[ � C-1 PROPOSED 800/1900 RFS ���QB-� 24V 24P 135.6'3 60't 19p0 MNz (1J 1/2 MA% 10� RFS LCF 1/2� N/A N/A G G G YR ANTENNA SCENARIO � 0' 2 N/A N/A N/A N/A N/rl N/A N/A N/A & RF SYSTEM SCHEDULE Q c-z eMan - - - - - - - - - - - - - - - - - � C-3 EXISTING CLERRWIRE - - - - - - - - - - - - - - - - - ��� C-4 EXISTING CLEARWIRE - ' ' - - - - - - - - - - ' - A-3 Spr�i�nt'� i nrtEwrvniaHu e�vo.surmo MIJIWAX.NlO)d95 �:1�1�5>-)MI E� n�°°� i ��.. �.'_ —� SBA p�DD �: �—� b� � � SBACO�+MUrvICAlI0N5CORP. 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MA 01970 9¢�ME DETAILS �� A-4 .. 800 and Single 1900 RRH pair with Single 80011900 Ratlome Antenna(800 Hosting 1900 RET) S p ri�n t'� vo.,.,rKa am.ny omxu<o: i wr�xnn�rowv e�vo,surtee» nmennaseoo nn�ennestsoa k=.�evocrna�e.n.ry� w,xwu�.wmays � e�uvnii.s�nw•xn� �a:laool an-�sai 'XOTE:Fae pner(eM ue IN ume I ;�yM�d OEM co o�Mprpbr es � (tr� , ��MMP.,,.F,.�.�.o,����, SBA DD� MMPer] 3.BIw Pt�BNej Ba0arN1900Antennes'neSngleRatlUme �MMPer] FJ RM P��PN� QflEi/ � I � PY Q � qY7 Q (�'fMMPe�s=FO Yelow GNvew�� � a ss .as .0 u .0 Io1Mxs.rs=rs oam. wars ww.,�:.a) — — OEM COLOR CODE sencornwuwunoNimay. HVBRIFLEX SXpBROKENSOON�GPA6�'AY IfL1561�II6952I BCCARAION.FL3J10J-D9] FA%'�S61�Y1615I] Pp wrt: ..rtms xc eva�aua • m�ew��mm. v v ���-��-x . Hudson a o a a i "'o ""S"' � Design Groupw.O� CDMA1800RRHto� LTE1900RRH2o� COMAB�oRRH PAIR I PAIR qRryy q� ""� � � IWJOSGOO�SIFEE! ..a I nsu^ � yDyp BNIqNGANORM.SUIlEb101 iEL�9181551E553 & N 6' Y Y 9` �N 6 6 R @' B B BLIS N.ANWVEF,M4018C5 FM'�9I8�)36fi5% v wm[ m s q � X CGRI� umper/ 6 � Wiryc�aln NrmCep 0 L�YxQ � � N�M DC Pwer FberFt 5 FOerF3 PowerPt PowerP3 F+UerF2(Un�se� �P werP2(U��seE) m ce�woceM�•�N�m.m OerFS(Un�se� ^'aneipoorta. � �`�P� qcti as.<i��caiera�c:a.� � ANIEL P. G •cmoMm.i p^ � xyene.,xxxx folaemr�n,rieao.e,vi CI � %S=SecbrNwnlu� (QOEMFICeeF38Powe�G3 ' NN=MyOMIerRunNwnM� TM19J]Mtix�l �oCetleDl¢IRN'wnBo� .WOE�M�InZMe']8GoweiPd O.^ � O `Y MOEM FIM�F<8 Gowtt P< xwnn..s.no�x�e.n�s �moernrie.,rs h'FGISTE�-� �c,�"Q- Ai�mm.Nrune.e.a' HYBNFLEXCOLORCOOE �S A � \� BeY•HyE�llla3l LEGENOFORT119SCENMIO HY� mm a.wm . CxEOtED B!: Jz e aas r ww APPROVED BY: ONi e au[ 0 ousqc R 1� . ; � SUBMITTALS M1 �. � ��� � ' 7 01 17 PIfiIONWiI'CO LL6 �I � I 17/0.7/11 fM REMflI IIB UpPER6LOCK LORERBLWK OCBREhKERSTRIP � S�TE NUMBER: e, a . eaa BS03XC054 p � G c cm � � UNUSED � 9 P i900 P .... �� M .� � N p iaoo SITE NMAE: q �� �; q .� > � a � PEQUOT APTS. �� m� � r , SITE ADDRE55: ° e ' A 12 FIRST STREET �• e y� �; n� o � c ` SALEM. IAR 01970 �' A ^� �.: s� a A cei M � M ' 9p1 BY[ FIBER � " °� CABINET & -4av�c ANTENNA WIRING DISIRIBUTION CABINET DIAGRAM ,a,..� CABINET 8�ANTENNA WIRING UTAGRAM � �:�..._. ._s A_5 E%S�ING PIPE MWM NfITFf. � ��p�� 1) VEPoFY ExACT RRM YODEL wI7H RF S p r�i�nt° _ ypy����� �p,� ENGINEER PRIOR TO INSTALIATION. YJ PROPOSED EOUiPMENT i0 BE ����Anor+ua�vo.surteeeo AWIWPH N10Id95 °�P�O����" � 40UNTED PER YRNUFACTUREHS m:l%�I�s�-��� PIfQI/MEraa YGWIEO �� � PFOPOSED!W/t900YMa e p�Ep��� �� SPEpFICAT10N5. E%ISIIHC ENPII' E%ISLING IXFMWIflE GII [I�TNG Pm( YOIMT M� rmc r.wurrt vere�uttcrru 3) RRH PIqCEYENT FOR REFERENCE exisrirve eiuxvna[ ONLY. LOMRAL70R SW�LL PIACE RRH (� orsx IN CORRECT ORDER AUITCHINC ������}� w�1I,-�s PROPOSED IWTENtu PUCEYENf. SBA ' °DDDU.. PROPOSED PIOpO UMSIRUI ^ �n�[o io.vrtElou rpartnc 1) CONTRACTOR TO VERIfY IN FIELO - i �5� ��~��' �-�n S�ZE OF EXISTING NOUMING PIPES 70 O O $BPCOMMUNICA1qNSCORP. BE Y' DWIETER SCFI. 00. 8' IONG ssroeaourvsourvor<xrcwnv �a:iuil�o-vsq � YININUM. eocnwran.nvce�-z�vi F,u:lsepazwsrz ^ V �ouxir�.o� a°0�'aaao�go��� �a vxarosEo eao-m:s isao�o�: xrtw •a � eu°"'c"aar°g°""'°r« s-� ��na�u°unE�`rauR01 g'' HudsonQ m > Design Groupu<�� � � _r STRUCTURAL NOTE: ,�o� aEfl cwsrinc u+rcwu �Anuc on rtaai / eunrnNcmr+omH,su�aioi rti�.lv�elssr-sss3 G.C. TO REFER TO SPECIAL """��`p "��"" "�,90„'b5�` I sI� ` INSTALLATION REQUIREMENTS AND OR ! MODIFICATIONS RECOMMENDED IN L STRUCTURAL ANALYSIS REPORT PREPARED BY HUDSON DESIGN _� GROUP LLC DATED 01-12-12 ANTENNAAND RRH DETAIL r-s• �o a���� MOUNT (TYP.) �1 I1TIK1�TO IWfEffM WWIMC EnSTnC aMExw PIPE$N!X 1/]Y GLV. U-BOL1$ FFIHE ON flOpF SGLE: JI1��1�-O� SI EnSnnC Aaaf GRAPHIC SCALE o r r-r Y-r ••-n � ��P� 9�yG s-i ? ANIEL P. s� M ANTENNA AND RRH ELEVATON CI � MOUNT (TYP.) + 0.4 7 0 SC11E:J/�'�I'-0' S-1 �y, CRAPXIC SCALE �`�'IST�O ��(.�'� a C r_t r-e' r_u• Ff , \ A a�a¢o er: .a �S c:imrvc urtcrvra FRu1E ON ROOF ��' � ' 11.8' 17.8' i 10.9• �Q�,�j . ' , � SUBMITTALS c.�s.a�c �o�Dwr •-• � � (. , F iav arz o�screvnw ar .. � i �i � o eoow� : wow�: .a, � i � � m ' � aia �wm.n ax oxaoogn e I� �° u.srmn aw.na nmaosEo s'' � wnoiaw axao�o oi000�rasmu* e a oi u Aeu�mw+r cn Ws •rt�aco ro w�rN.rawixc ..., I � � r m � � � � u/w/ii row�a.w.w �m av[s mx �/Y�t�ay. u-ea�s � � �� I _ �I � � �II � SITE NUMBER: ; � , �; � m eso3xcosa .� I � I BoifoN V�Ew S�TE NM�E: PEQUOT APTS. FRONT 5� - FD-RRH-2x50-800 s SfTE ADDRE55: . �E:'M.t.s. s-� 12 FIRST STREET FD-RRH-0x40-1900 • sa.EM, �a ot970 scuF: x.ts s, am on[ — STRUCTURAL ° ° O OO cx�srmc cwvrc � - � DETAILS PIPE YOUM ' - EwSTING 0.FMKIPE � ANTENNA AND RRH PLAN MOUNT �� � � 9m.�m •''- s-� enmrro c�uxw�ac PPNEL NiIENWt � GRAPHIC SCALE . , � ,._.. r_� .._p S- 1 r. . - - - - - - - - - NET G19E5 r } � M9eilEx G1gE Fp1PERS(T�.) ELECiRICAL NOiES S p 1 I�`e� 1)�LL EIECiPoHL Y02t 9WL COI110RY i0 ME REOYdE11EMf5 Oi ii�aHniroiY e�ivo.Ntu�ew _ _ _ _ _ _ _ iXE IMTIOIML ELECTIEGL COOE (NECJ I�S IPFLL IS�WP4Li1BLE ST�TE hwHwu�.wo>evs w�� - � oe/ner�+ wiw R+p.) um �orx �s. ho i�oi as�-�e., IMEIOM ]) lxE FIECiRGL COMfWICiOR 4uLLl COORWMIE ALL CO1IDUR xpno6�rtx lq'x uram coYaw�2s�um swWr CoxslMKf10M WIYiCER iw � xraencx� mouxaw ar sl lux mmuirs xwr[o ecwr ca� s�uu *xu9rax ro iecm S BA pDDD wa �a <�n a t�I cxouxowe ars ewv.xizeo e�eo.s.m� afso e�uwrmco sne� mnowr ieorc _ �.. 14R G1�E) GWbE. p) i-�/r�nr�x ua[5 �)K� YnK mrmuns suu et vxano[o�rtn rnwxm1c mrswws. - � � I I � aJ GExEa,�L COMxK'IOR 9MLL P0.0NOF wt owEn BWEEo CONOUns sv.mrunurvicnnonscocv. �IIX P1ASll[iYMIIKi lIP[ IOElIIIMM('i�MT[MI$.TME COLMB$IMIL 59pJBROKEN50UNOPPRKWAY IEL:�Sd1�II695]3 � � I I � I E OR�NGE fOR IELEPxONE Ym RED fOR ELECIMC. aoUenron.avaei-in� rui:lwilnsanz I I � L I I ��c�eti�acr� rtErs s�w ec uL. �o a+ �srEO�rm � L �� I I o xx�cuuwirox faawxc�cxrs L - - - - - - - - � � � � ro�on�roru� gcroas ixc e�narx.aa maw[s K� u�eon wm�uicaas H udson 0 BY DRNIiN6 N�D�ECVGTpf6 dCWOdG �NQOEMAL �p1U 10 WEOVNE CO�PIE'IE OPExATNG N�D MWi0YE0 ELECfAK'x . L _ _ — — — — — — �� I I I I � �E�� Design Groupuc� a� n .����.� � ��������p 8) GENEPoLL CMIIR�CIqt SwLL PwY fEES fOR FEImfS,Mm b ���• �' ��Q T�� ANIENNA CROIIND 6M ���E `���C����^����a BUILP'NG'.tlNORlH.SUIIE.^-I41 hL'.�9IAISA55;] Id'J]p5G00051REfl ��8� 9) ELECIFiGL�MO TELCO�iR�G OU@GE A BWIDiNC IND EYNSEp Tp N.ANWVER.MAOIBaS FAK�GI81��6 �I �FATMR Sx11LL BE W 1GTFR 1pR GKV�IUZED PopD SIEEL COHOUIR 82 SOLIO rNNED COPPER � I ���MU qf k �� p����������EO�N��� REWINED E%ISLING PPC GBiNEi OF GROUNO WIRE FRON ACB /8 OONpICfpi�1IM 7 MAIN EIECiRIGL GPNEL TO MCB I �E LW 10) BYIEEO WMOVR ANLL BE SCXEqILE M PVC. PFORISED 10011/2P I _ _ _ — _ _ 11) ELECIPoGL�IRNG 9WL E COVPER�IIX IYPE A01�. TII�N.OR BEAIfFR RI EIOSICIG PM1EL I i (]) 1.9"RFX CONUU115 fOR TIM 11SMTIOp. I OOrER,f�F.N!D NNN 12) RUM EIECiPofJ1L CONWIT OR C�&E BE1rEFN ELECIMGL UfW1Y �YNiGTMI PUM MiD NDJER QMER CELL SfC PPC 115 MOiC11TED �FFOM POWER SOVRCE RC LOPD I WSIIWA� Vlilllv COYPMlY.NCIX PIILL ROPE. WOI�Vi�IE . CENiEH �ER 1]) RUN TELCO C01l01Af OR GBLE B[MEN iELERqNE IR¢II'/ . I I OEYNIC�T�M1 POM Nn PF6IECT O�xER CELL Si1E TELCO G1BMEf M�D ��. PFOIOSEO PNOFOgO PROPOSED g�5 ��5 p�p�TED ON Tx6 pU�dC PFONpE ML IENCIn IW-9R �ll BBU PYLL ROPE M iN51MlE0 TELCO CM101LT. PROnOE GREE,6EE COM01Af � �fftOM TELCO OENFRCNiION TELCO COMPPAIMEM �R I I �T � ��ET ����� �� �� � �� ''i, I � u�� cxw�m vana or wxwrt azneex ers�rm axo.ect P�' 9�, I r - - - - - - o.v.n�s au mh we 9uu ee mon eoxdaT, y�k. ,y �� I � I = ANIEL P. 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BZ sTwwo[o wsuutco eE �oovco a+v�uro�r eExt. caauHo mRc uce ro CROUND POiNT � �)EI�,N EQI�IIENt G&NEl SxAli BE InN�6ClED TO Trt�w41ER SUBMITTALS cxarm e.x(ws).n� a•.c asu�•ho sm�wao cowca ra[. iev. mu[ otso�na+ er ca�wuExr umxEn suu c.a��.c fx)wourna+x �)wroxoE oEoiuho R..c ca�x caaxo.� raw[�a /8 AMG iFOY NITfNNR IJ11EIO111 YOUMIINC�E M�SSOO�TED 11f5(11�.) SfMf4E55 SfEEL flRE CflpR10 Krt HNNwME � f 67�NRra�GROUNO qR 9uLL BE iuMa9�ED BY�mNt ImC . 0 wsra�o er necmcu cwm�cra. pt0uno BM ox �ppqpp��lE xEr gqwr CRq1NC SYSIE� �lx EnsnxG slE P al 11 PIRI➢R1Mf�W WS CAWINOING dBLE 1W0 XOLE COPPER OOMWRS40H lERY1W1 � � >/16. - ]/�' 0 e W�LL OR ON�NIENIU �NO SYSIEIL o (sce nme /a) � u/m/ii�a+� �m ///�''�� � ° � o °�' 87 NMI�Mc 9�NL CWPLr rM NEC MT. 7!Q AW�TONNlr. WtOUND But � ^ � a .o ° d10uNOMG.BONGMc IwD u(inMMc PROTECLOM 9�LL BE DONE w � o 0 oIo 0 0 ° SITE NUMBER: 0 0�a ��NCE MM PIIQECI OMER'S B3 9TE C110YNOVW ST�NDMpS � • ' �o ° � o 0 0 0 0 0 0 0 9)fRdIND MYBiCRE%G�BLE 9aE105�uNWW �T BOn�ENDS Y9NG BS03XC054 r OO o 0 0 0 0 0 0 0 0 0 op ��K����%��E���q3 �oa waSN[n (mJ nwT wa9�ca(m.) � � O �o ul cMOuxD COra2rnox5 i0 BE 8ulim�MVCROMo[o�vR[s90x SITE NM�E: ��•�-���•�Ex �t r+�eaortcras a+cw+E�n em+xcmae.na oo xor•ua. PEQUOT APTS. gulE CO�Ea vR ro BE w Coxl�tt�n�rrLLvuu=ED S�En. nu*pwJ SiTE ADDRE55: GHQMD 8W IEGExD �t)RWiF IXQINOaG OOMWCTORS 4MG 1xE 9�ORTEST xm SIRUWlE51 P11M POS98LE. E�PT n5 OTQR�SE u�pG1lE0. 12 FIRST $TREET - 1- COPPER TVNED CROUNO BM. t/�111N1'. pq pIHER LENCiN 0.5 NEIXIiAED. CROIINOdG IE�OS SMQRD NEVER BE BENT I1T MpIT IWpE. IM1UY$ $l�EM. MA 01970 NOIF CENfERS TO 14Tpf NE1W�OUBLE lUC COxi1GUMTOX IWp IqIE LUG, i0 BE USED M'IIM /�/0 YYt[ �T�(A51 17�RAONS BFMDS /6�NE CMI BE BENI�T 6' E%POYO B�AE COPPER TD BE NEPi T- IXSUUtORS. xEwfpH w51RUUEM qT. N0. JO61-� OR EOuai pR /I AwC BCw TO BLOG OH GROUxD pqp,EC OME EON�ENIpt U9NET t0 Yi�15RR�GROUND&WEOR� !- 5/8'LOPIWF9�EH5 OR EW�L IpNG/5 SXOWN 9LL�04l GROUNW�G GBLE TO�BSOLUIE uwMlu. NO fAQIMOWG IA�G MSUTAIHIN NLOWED Wrtwx iME a- w�11 YOIMTxG BFRCNEIS. MEWfON ixSiflN¢M C0. pT xp.�-6096 OR EW�L �rn� '�-.' ��59IX, ,��� ��1 9- 5/B- I lal'NN.C.S.BOLTS � ul ooxr¢enas m amurm eu+s suW� ee �.oE .n� +�o�a�c TYPICAL POWER & r,mE: �s: '� �5��µroLW�x��nn (niaas s cww�ssa me oo�cn wes .w�r mooc w�mw carow,n GROUNDING ONE 10 N.L LOC�noxS. 1. 'DOUBLING UP'OR SIRCqNG'OI COIMECiION 5 NOf PEfiYfIIED. 1. ALL BOLTS. NViS. Wh5XER5 NID IOCK WASxERS SMNL BE IB-8 a x�caour,o aws s�x� ec cxvuazco w�n� ��)�xr owx vm�mmm�c cavarro ro•u cwa+c�a �+s� LINE DIAGRAM f. OnOE PmIBI1dG CWPoUxD TO BE USEO �T NL LOG1qx5. 1. CFUWELD OOwrLLWS iRON UPVEN EGB. LOwEA EGB eND YC& St/�m1E55 STEEL. �WT-MEiT nMpwutE. (ROUND WdCCTpR 2. ALL CIi0UN0 BMS S�Wl BE WLVPNiZEO W�IFI IMi-THER . gm��p wJipWME. TYPICAL POWER&GROUNDING ONE LINE DIAGRAMS �1 E— 1 wu:x.r.s �-'