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12 FIRST STREET - ZONING �1u�4e5s Cs�+�,v,o��o,� SP - -- - - � _ `�(9�i �I 1 i Y Of SALEM, MA CCU Of �$WrM, AaSoarjj11Sk'jtt LERK'S OFFICE 1@nr �Rlrm CSxrrtt 1999 SEP -8 P 2: 49 Decision For The Petition of PageNet, Inc. For The Property Located At 12 First Street A Public Hearing on this petition was held on September 2, 1999. The following Planning Board members were present: Walter B. Power, III, Chairman; Chuck Puleo; Gene Collins; Lee Harrington; David Weiner; and John Moustakis. Notice of this meeting was sent to abutters and notice of the hearing was properly published in the Salem Evening News. The petitioner is requesting a Wireless Communication Facility Special Permit under Section 5- 3, Special Permit Uses, of the City of Salem Zoning Ordinance, to allow the installation of two receive only antennas on the existing building located at 12 First Street (Pequot Highlands Apartment Complex). The Planning Board reviewed the application and plans submitted and found that the petitioner addressed the requirements of this section for the issuance of a Special Permit. On September 2, 1999, the Board closed the Public Hearing and then the Planning Board voted by a vote of six (6) in favor, none opposed,to grant the Wireless Communication Facility Special Permit for the location stated above, in accordance with the applications (dated August 12, 1999) and site plan dated June 16, 1999, titled "PageNet, Inc, 12 First Street" and drawn by GEOD Consulting, submitted and now part of the file. The Special Permit was approved with the condition that the applicant paint the antennas to match the color of the building and the existing roof structures. In addition, the applicant shall maintain the paint on the antennas. This endorsement shall not take effect until a copy of the decision bearing certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that if such appeal has been filed that it has been dismissed or denied, is recorded in the Essex South Registry of Deeds and is indexed in the grantor index under the name of the owner of record or is recorded and noted on the owner's certificate of title. The fee for recording or registering shall be paid by the owner or applicant. I hereby certify that a copy of this decision is on file with the City Clerk and that a copy of the decision and plans is on file with the Planning Board. Walter B. Power, III Chairman J ALE• N. S. V - ICINMAP , ;, IT FirePROJECT say OS},Hoop107 Salon Highland ark . .. no 0 Fol } o � '. PENTHOUSE -A- . •;� � L--.1 Rx2 ANTENNA t!� � / / � � NOTE: - '�` 4 '.. •. SEE FLOOR PLAN / � PENTHOUSE "B" :' �' •`t NORTH SHOWN IS DETERMINED BY . • ,. . , . ` -.• . • � / � SEE E � BELOW LEWATION BELOW. � COMPASS OBSERVATION AND IS •L�' . r.,'�. � ., ,. ,a APPROXIMATE. TRUE NORTH SHALL ////�///��///.�/�/i��� .. ----- ---- � >� � BE DETERMINED IN THE FIELD CAB ELO � LE TRAY `-- ----- ----� PRIOR TO CONSTRUCTION. - - ... .. SEE DETAIL ±, .. • [LEGEND - t2x1 ANTENNA •, CABLE TRAY ` SEE DETAIL ' • . . . _ .. � G GROUND CAB - A 2 - - - AIL OUN CABLES ' - - C1 � Rx1 ANTENNA CABLE ,•,sr (7/8" ANDREW LO'F5-50A) . C2 Rx1 AND GPS.CABLE . , ` .• C3 Rx2'ANTENNA CABLE • - _ _ (7/8" ANDREW LDFS-50'A) C4 Rx1, Rx2, do GPS. NOTES: • ANTENNA CABLES • ' ; ,� : ti . ROOF PLAN -- • � 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED BETWEEN SCALE:' 1"=10' I ' C5 Rx1, Rx2, do GPS JUMPERS ,;';` • '- - • • , PAGENET RECEIVE ANTENNAS FOR SPACE DIVERSITY GAIN. '; (1/2" ANDREW .SUPERFLEX FSJ4 508) .'' .. ' 15 FEET HORIZONTAL SEPARATION IS REQUIRED BETWEEN - • PAGENET ANTENNAS AND ANY OTHER EXISTING ANTENNAS � � - - � •, . ' 70 MINIMIZE INTERFERENCE. '. ' - _ PRO ' ECT "' :INDEX _ ..' . SITE NAME: •SALEM - ' SITE NUMBER: NE35-U5012 . I . .. SITE ADDRESS: _- �12 FIRST STREET •�. OWNER: . WINN MANAGEMENT �,. EXISTING VENTf 2SALEM, MA 400 BUABLE 5 nrt ' - LOUVER (TYP.;) RICHMOND. VA 02223 _• ' ' EXISTING - ' , . . • PAGENET ANTENNAS (TYP) - • APPLICANT: . . 1 A VAN of GRAAFF. . � � � RLINGTON. AMA •01803 BU T/PAGENET ANTENNA T/PAGENET ANTENNA '! 1 ' -•' I (AGL) � , . ' 'f A JURISDICTION: TOWN OF'�SALEM, .MA EL 147.5't (AGL) EL. 147.5 � • SITE COORDINATES: . LATITUDE: 42' 30' OS" 'N x ' : . • LONGITUDE: 70' 56' 09"•.-W - MASTER r - ' GROUND BAR � '' - � ZONING: RESIDENTIAL ' `� • • ' _. EMT FOR(1) 1 1/2" . PAGENET OR POWEFi� EXISTING GOWN A-2 TAX I.D. � LOT' ,13/6 • B/PAGENET ANTENNA B/PAGENET ANTENNA PENYHOUSE ROOF BASE STATION � SPOUT (TYP.) " EL. 139.5'f (AGL) — EL 139.5't (AGL) EL. 139.5'f (AGL) � . . .: • ;' , • ,. Y _ CABLE TRAY TO - .. +. ANTENNA RX 2 . � � . -� SHEET INDEX� �- - �----- " TELEPHONE ,- . . . . . -< C1 i ROOM BELOW � -' - 2 - �-----� ►------- -----c—�-� ; r = DWG# _ ` - (DESCRIPTION REV. REV. . ' A-2 -G- ---- ---- ----G- _-.� � N0. DATE C. C. F i t' � _ r • I7 : - r- �`�-'-1 EXISTING ELECTRIC 'CABLE TRAY '70 - A-1 PART ROOF FLAN ' TOP OFF FRAME � � � i � � � ��PANEL ' , PENTHOUSE "B" � - A-2 ANTENNA MOUNT & DETAILS - ' •. ' EL. 134 t (AGL) i , , , � � � •� ANTENNA RX1 � A-3 ELECTRICAL PLAN do DETAILS L__---J L-------.; -- - - � , _ E�•129'f OF .(A PARAPET ♦� - •- �STEEL GALVANIZED FRAME � � l -\�`--C1--G-� � c� � ' � CABLE TRAY FROM I � � COAX CABLE, ,- LENGTH ' . ROOF SURFACE U U U �U PENTHOUSE "A" cD BUILDING ROOF ' •' EL. 129't (AGL) EXISTING DISH � � \_ � � " I ,_ ,- _ � ;� _ CABLE TRAY - ANTENNA----- � ;, . - (1) 2 EMT-FOR TELCO, MOUNTED EL_ 129f (AGL) AN NNA LENG H' ;• , '.,.,:..:.' .rv^,D . � PEENTHOUSE A F (1) 1 EMT FOR MASTER 5 TO CEILING WITH C CLAMPS. - (�') GROUND TO STRUCTURAL- ' ,.•. _ .�_ , . , , Rx1 70 - � - .. STEEL BEAM A-2 .. ., .- • Rx2 6b' - - (1) 2" EMT FROM TELCO ROOM BELOW � _' • , -,. .: ,,�t'� • - .. ' ... - �, .'';, CABLE LENGTHS ARE APPROXIMATE,,VERIFY-ACTUAL . .. • ., - `. - ' LENGTH IN FIELD. •' , . ' .. � •RX2 MOUNT ELEVATION , .I� ;� � 2 PENTHOUSE ,�g„ ELEVATION , . . . . t > .. • � ,a• ' PARTIAL ROOF PLAN �® 1 VAN DE GRAAFF/6th'�LR. • A-1 SCALE: 1/4"=1'-0" A-1 ,SCALE: 1/4 =1 -0 ` � BURUNGTON, MA :01803 ' .. - • , " - SCALE: 1/4"g1'-0" . . � - Ph 781) 272=7234 •'` PAGING NIrTw�c of IAASSACHUSE INC. . Ph' °�800) 328=7234 �' Fax (781) 229=1504 • , -' '': .• . . , � •. ' •. • . _ • • . G I�O D - CONS UL T 186 `Linco n St eet, Boston, .,MA 02111 . - r '-, : • . .. - ,. . - . . `;.. ... - - Phone 617 `338--8588 r Fax 617 _ - • ' ( ) t( ) 338--6288 ^- tt Des. Drawn Check •' ., :, �•, r ' PARTIAL.AL ROOF P AN Rev. Date Description 13 13 B � L .� 6 16 99 Submitted for Pa eNet Comments ' RLH RLH CE �, � - � is � .. , R c �1 I 1 R T TR 2 S S E ..�+�. E`f „ 9 RLH RLH C ,L E r i i I1Construction' �,0 '6 99 is Issued for P tt n and. 23 s errn n M. SA MA Bill LE BATE: SITE NUMBER DWG. ,NO. . -REV. NO.' .. 1 i . . •• . . - - - , SCALE: - V SHOWN ASS 0 f Y a f qy3 v r , F , I i ---. _____ - -1 -"- - '•-`-__-- ---" -. _-.--._.--, - --_._-__ ,--_-_•.,_-- -_-..._ i .--.-..,.. I—-+�-,•--.--- ,. -- _-_1_ "'"__ .-.-..�-r--"_w.-'v� � �. „--v I , .,,.. ,. 1 -- .___ - __--.- - .. -.-n,.,,.> _-_- _ _ ._.. - -- __ - .;.-.__ - - , _ _ -- --•-__ _._ - " - - . . . II x t I - L - - - - - " • _ y' �' ., 1. r .. .+ '.$ "+ , '.a . ., IS _ ' � . - � 'w.� ww . 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WHIP ANTENNA (SEE PLAN) .- . . (TYP O 2 LOCATIONS) REQUIRED r • ,,` - FASTEN AS.REQUIRED ' " 2 , , 1 „ . . B-LINE COVERED CABLE TRAY ' _,, �• - • .� 61 . ' : . PROP - 1 t I I OS1:D CONDUIT 1 : A-1 11 A-1 TRAY #148P09-12-144 6" 1 I. ., .' ,� . . i r - .. . I" I • , I I - . EXISTING FLOOR PI SLEEVE COVER #801P20 12-144 a...:; II ; , - - . - . WOOD 4x4 (PRESSURE TREATED) I I , 1 . „X " AWG IN P : :, I I GALVANIZED PIPE CLAMP I It . , . - . , . - , 1"; GALVANIZED PIPE CLAMP #2 VC, �- DU N GE . •' . . , ° Ill » I 1 : FIRIECODE SEALANT (TYP) . - , :',2; 1 1 W/1/2 HARDWARE •(TYP•) I t W/1/2 HARDWARE (TYP.) . * L/` EPDM SLIP SHEET - , I t r I I . , ` 1 I 1 I ! 1 i I - ) • .( ,.TOP EXIST. ROOF .' _-J i t , I •r • '. A I 1 i s ss ��' '�,...; r NOTE ( - J \ , aI ' •. i t I i BASE OF ANTENNA MUST CLEAR ' I °' i i i BASE OF ANTENNA MUST CLEAR ) 1 ' b , t I ., ` I I I ' ' ANY OR ALL' ROOF STRUCTURES. o I I I ANY OR ALL ROOF STRUCTURIES. ' , . � - \11 ' \ • .. y • ADHERE DUNNAGE.TO lZOOF `° ;``I . c ' ' I ' ' .VERIFY IN FIELD USING MAXIMUM + I I VERIFY IN FIELD USING MAXIMIUM I . . . , ,. '''W/ ADHESIVE COMPATIBLE ' " x,a , . 1 DIMENSION. �_ DIMENSION. W '% � I I .. . TNERMOFIBER / EXIST. ROOF MATERIAL . ,1 I I - I SAFING INSULATION 'F I FLASHING TOP OF PENTHOUSE I - _ ,. ROOF `�c CAULK (TYP) r *, • - , . I I , . 9CABLE TRAY DETAIL. - } - ; ' / ( I I - _ SCALE: N.T.S. . , - ^i-. . . I I ' I I I I w.. - - . r . ` r 2 1/2" DIA. • I . . i I I ' FLOOR PENETRATION • ANTENNA SCH 40 i 1 i I-+-3" DIA - SCH 40 i i 5 - ' I I ' I , I I I A-2 SCALE: N.T.S. ' MOUNTING PIPE I 1 MOUNTING PIPE . -�I i , I I EXISTING MOUNTING - - - ; - I I I I ' . I I POLE , . • ' 10 I I , 1 , , - . I 1 I / I I I I . , . , .- i I I I I I - . ' ' ',I FAS;TNERS 1 2 DIA I j I . • I 1 1 1 . • U BOLT (TYP) I I FACE OF BRICK o I , I I • PENTHOUSE WALL L4x4x1/4 TYI 1 , I I V - `� , x0'-9" LONG ) -i'_'i' i I i i - ., I , r g f +. I I I 1 I I ., -' t I ,. AAA 1 , 1 1 I \ 1 1 1 1 1 f , . I I I I „ , ! I ! I I t > ; - 3/4" DIA A325 ' I » » _ i I i i - ----------=----------- - HSB BOLT (TYP) -J' 1 `�- HILTI HIT 1 2 x8 HY 20 8 1 , , / EXISTING STEEL CEILING . I ' I (W/ SCREEN SLEEVE) A_2 , I I i FRAME , _ • " t EPDXY ANCHOR (TYP) i I I I - 0 O O . , . . - 1 ' SEE STEEL NOTE #10 . ' I I I . , I I iv UNISTRUT - - -, " .L6x4x5/16 (TYP)-.-L-/ i i I I i \ 1* 1 r " i' x0-9 LONG I 1 1 I rn ANTENNA CABLE t I I 0 O 0 CLAMP (TYP) , 1� - I 1 . 'ANTENNA CABLE - - . 1 ! CLAMPED TO UNISTRUT (TYP) ' 1 i I I 1-3/8" (TYP) INSTALL 4'-0" O.C. , . ;, . t I I 2"-'L- - -a- 2" 15 1/2" y :` I - , 1 �[ , v FACE OF I I i ! 1 CABLE SUPPORT •; _ PENTHOUSE --�I I I i _ _ '' . I 1 6» i I ® A-2 SCALE: N.T.S. . • , . - I I . 11 --I . . . ] i I / / I I I --__ BRICK VENEER FACE • A-2 I I I I j =_-_= OF PENTHOUSE . , i I I I I EXIST. CMU / _` a.,- , ! I / / I 1 t L 3 WALL -==== 1 - • - - -R �1�II�-. �:-.�1'.-�,:1.�,,-,z".I",:II..:�".,.,I1-I'e.I,.�-,I-,_,'��-.1;"1,,,�;,"*,I-1,--"-"��-.I,'.�"- - I..e,l�,II I I.I,1'�I.,;.;..,�.,�I I;:�,. --I.,.,,,�,..��. I 1�.1�._I .I t ....I1 .. .-I I �I I I I I . . , . . I 1• i i PROPOSED L 6x6x3/8". -== LINTEL AS REQUIRED ,., . ' - ... y . , . . ! 1 1 --- - MIN. 6" BEARING 1 c° i i A325 7/8`/ BOLTS (TYP•) ` ===- EACH SIDE • [ ; y , I _ N i I -_-_= � ' _ f` . I I I I I - INTERIOR OF f =___ ''. 4I . I ' t I I �► 3 EQUIPMENT ROOM i i -_- . - 1 I ® r I I -. • , . ' - . , 1 � - �, I I - MICROFLECT ENTRY PANEL - , } . I I PRODUCT #B1448 f . . • 8w _ _ ."� . . 6» , I PACK W/ FlRE ,"I 1 SAFlNG INSULATION -� - FASTENER r : ;.,,''y'.Y ANTENNA R X 1 MOUNT ` SECTION r I I AS REQUIRED -t^~. F Y'-r,` -- - .f .h ` A-2 SCALE: N.T.S. " 2" ' __ r, -. w -_, 2 - CAULK ALL AROUND (TYP) M' ... " k: 9ANTENNA ' RX2 MOUNT SECTION,. QPENTHOUSE WALL PENETRATION . . . SCALE: N.T.S. . SCALE: N.T.S. . ' : 1` 1 - 2» .,. s`` 2 1/2" SCH 40 - / _ MOUNT PIPE - - I I ' 1 . . - . ". O '.EXISTING STEEL . - . . . - 't. :. ' .. 1v BOLDT I FRAME LEG 1 VAN DE GRAAF /6t : : - ® F h` Ir LR ' ` : I BURL'INGTON, MA 01803 y . ;.." - . I - ' - - -. t� Ph 781) 272 7234 . f, r, . 3/4 DIA A325 HSB-X .BOLT 1 - .'�.: PAGMItt NETWORK OF YASSA� MIC. ' Ph (800) 328-7234 W/ �/8 x1-1/4 .SLOTTED HOLE , . A325 7/8 / BOLT Fax (781) '229=1504 ' - 3/4" U-BOLT l . .. , L'4x4x1/4 (9" LONG) _ MOUNTING PIPE ,j:�, - . . . a: .'' ' a f , ,, G E O D CONSULT/NG . _ HILT!.HIT 1/2"x8" HY-20 , U _ - ' ' - � .1 . : " .y W/ SCREEN SLEEVE) - - @ •8/1F •TRM6QFfTA7IC�N ' , r PDXY ANCHOR TYP _ - _ W. .... .._. I "' .•. '" _ - - - "'f86 Lincoln•`Street,J 8oston,� .MA 02111 '•' SEE STEEL NOTE #10 - - � % ' ' . -, • . .. - y Phone (617). 338 8588 fax'�617) "338 6288 ,t , . , FACE OF. PENTHOUSE . . - ' - • , • - , .PR P D x - , ., . . 0 OSE .L 6 6' , - Des. Drawn Check r c . . . . AN TEN N N T a . . . - . Rev. Date Description e B B A M OU AND D ET* LS .. P Y . Y Y , '�: . , ZNOf , . . ti �14 :"' ' I ' . . '. . . - 6 16 99 Submitted for Pa eNet omments RIH. RLH CE c ' a- _ G r <" . PFiER ,.. Q S T N Q ISlO v •.,. EC 10 ECTION FiR S 2 ST STR T , RLH RLH CE r 0 6 23 99 Issued for Permittin and Construction a�naus 9 >. . SCALE: 'N.T.S. , . .N. ' " „ Z. CNIL " - 4 ' SCALE• T.S. = . . M. SALE MA , . _ -. , , . Q 37458 � � R ,. .. ., , - - ' - . . , . . '' a , E \� I . E DATE ;: SITE NUMBER , DWG: NO. 4. REV. N0.; ,. tt - . . . . . . - , 6 6 99 _ ,. , . • . - .. _ 1 . .. , - '1 ,, /^.� ,!- 8 V . I .. . , / 1 _ _ . 4919 A 2 0 _ SCALE: k; . . . . AS' HOWN _ . „ S . . , h: . - cJ r' , , .- _ . , . r . i:, .. - - - •'! '-� ,, .. t.. .. , - .. - t - t - ! , , d - I: .. '(� l �P. \.:: f' .. - .- T __._-_-_._. - ._ _ .. .- - -___.__._.__.-__.--___-m,. I I -. .. - _ -_---._.-.'__ --_----_._.--._ .- - --___ ... _ , ..- .... . Y --_ - - _-_ - 11 v. r T- r , J r f r , r , r , 1 b r .• y , , k •1 t• , . . GENERAL, CONSTRUC I 0N N O ES , a r• f -• - _ r _ ! STEEL . . 1• _ CONTRACTOR 1. ALL WORK SHALL' CONFORM TO THE REQUIREMENTS OF THE COMMONWEALTH OF SHALL VERIFY ALL DIMENSIONS AND _�ONDI7tONS IN THE, FIELD PRIOR MASSACHUSETTS BUIILDING CODE'LATEST EDITION AND ALL OTHER APP CAB :. ° TO FABRICATION .AND ERECTION OF ANY.MATERIAL'ANY UNUSUAL'CONDITIONS { LI LE w y CODES AN ORDINANCES. SHALL BE REPORTED'TO THE ATTENTION OF,THE ENGINEER., r t E D ORD CES. • : F E. t , ; 2 CONTRACTOR SHALL, VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH - 2 DESIGN, AND CONSTRUCTION 'OF STRUCTURAL�STEEL••SHALL CONFORM TO TH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS AMERICAN INSTITUTE.OF STEEL CONSTRUCTION SPECIFICATION FOR Dt`SIGNi'•,- " i+ AS TO THE COST THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FABRICATION, AND,ERECTION OF STRUCTURAL`;STEEL FOR BUILDINGS , LATEST EDITION. , t _ FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD. I ,. .. ' EN ELD.COND CONDITIONS, AND a. DIMENSIONS 3. STRUCTURAL-AND MISCELLANEOUS STEEL 5HAt1 'CONFORM TO ASTM A36 :e, "STR TEELr U .. '. ,D MENS ONS AND CONFIRMING THAT ALL.THE WORK CAN BE ACCOMPLISHED AS -STRUCTURAL'STEEL-, LESS OTHERWISE INDICATED. - ., - SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL , BE BROUGHT TO THIE ATTENTION OF THE ENGINEER,PRIOR TO THE COMMENCEMENT _ CABLE GND CA81E GND OF WORK. . ' . . 1 4. FIELD CONNECTIONS'SHALL BE BOLTED UNLESS OTHERWISE INDICATED.` ALL BOLTED -'' KIT Rx1 KIT Rx2 CONNECTIONS SHALL BE MADE WITH NOT LESS THAN;TWO (2) HIGH STRENGTH BOLTS. #2 INSULATED TO MAIN TEL(CO SERVICE IN .., 3. PLANS 'ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE'A TELEPHONE INTERFACE PANEL EMPTY 2" EMIT TELCO CONDUIT t 5. ALL CONNECTIONS SHALL BE DESIGNED FOR ,THE,FULL�CAPACITY OFi.THE MEAiBER.i ? 2 AWG INSULATED AWG IN 1 EMT BY CONTRACTOR DIAGRAMMATIC OUTLINE UNLESS OTHERWISE NOTED.' THE WORK SHALL INCLUDE ' AL MATERIALS, EQUIPMENT.. APPURTENANCES, AND LABOR NECESSARY # TO STRUCTUR FURNISHING MATERI ' ' IN PVC - STEEL TO EFFECT ALL INSTi At1AT10NS AS INDICATED ON THE DRAWINGS. 6. ' STRUCTURAL CONNECTION BOLTS SHALL•BE NIGH STRENGTH ,BOLTS AND CONFORM _ W/ DRAG LINE TO TELCO DEMARCATION � _ POINT, TELEPIHONE ROOM FLOOR BELOW' TO ASTM A325 "HIGH STRENGTH BOLTS FOR STRUCTURAL JOINTS, INCLUDING IT NUTS AND PLAIN HARDENED 'WASHERS" LATEST EDITION. BOLTS SHALL BE 3 4" ROOFTOP 4. DETAILS ARE INTENDED TO SHOW THE END RESULT OF THE DESIGN. MINOR 4 - / MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, DIA. UNLESS OTHERWISE NOTED, , J o °o AND SUCH_MODIFICA�TI(NJS SHALL BE INCLUDED AS:PART OF THE WORK. EQUIPMENT ROOM o 0 7. CONTRACTOR SHALL'COMPLY WITH AW5 CODE FOR PROCEDURES. 'APPEARANCE, 'AND 00 00 5. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY OF, WELDS.'AND F(R METHODS USED .IN CORRECTING WELDING. .ALL`WELDERS r' ' o RECOMMENDATIONS (UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL AND WELDING PROCESSES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS - I CODES OR REGULATIONS TAKE PRECEDENCE: "STANDARD QUALIFICATION PROCEDURES'. Rx1 LA I •_` .6. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, 8• SLEEVE ANCHORS SHALL CONFORM TO FEDERAL SPECIFICATION FF-S-325, GROUP MASTER GROUND BAR / -� EXISTING IMPROVEMENTS. PIPING, ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT TZ'PE 3, CLASS 3, AS MANUFACTURED BY HILT( FASTENING ,SYSIEMS OR APPROVED,,.- #2 INSULATED ! Rx2 LA MOUNTED TO CEILING-/ MAY OCCUR DURING CONSTRUCTION. A 'A E MANUFACTURER'S',. : AWG IN 1" EMT I INSULATED AWG / POWER PANEL EQUAL INSTALLATION.SHALL BE IN CCORDANCE WITH TH -�� ADD CIRCUIT BREAKERS �` RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE THREE (3) INCHES. (TTYP OF 2) . AS REQUIRED, IN EMPTY 7. UNISTRUTS SHALL ME FORMED STEEL CHANNEL STRUT FRAMING AS MANUFACTURED .' . > BY UNISTRUT CORP.„ WAYNE MI OR APPROVED EQUAL STRUT MEMBERS SHALL BE 9•- INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR NON-CONFORMING © PANEL LOCATIONS 1-5 8"x1-5 8"x120A. UNLESS OTHERWISE NOTED AND SHALL BE HOT-DIP MATERIALS OR CONDITIONS SHALL ,BE REPORTED"TO THE.ENGINEER PRIOR ,TO:REMEDIAL _ MASTER GROUND STANDARD 110, 20�A / / : BAR IN EQUIPMENT BASE: " © DUPLEX GFI, RECEP�TACLE GALVANIZED AFTER (FABRICATION. OR CORRECTIVE ACTION. ANY SUCH AC110N SHALL REQUIRE ENGINEER APPROVAL`; STATIO N ' ! 8. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH 10. EPDXY,ANCHOR ASSEMBLY SHALL' CONSIST OF.]/2" DIAMETER STAINLESS STEEL• ' 'A;"•.'` 1 CABLE MANUFACTUR;ER'S RECOMMENDATIONS ANCHOR ROD WITH NUTS AND WASHERS. AN INTERNALLY, THREADED INSERT,'A 11OV, 20A, TWIST-LOCK '`.SCREEN TUBE AND AN EPDXY ADHESIVE.'THE ANCHORING SYSTEM ,SHALL BE THE" a #2 INSULATED A I RECEPTACLE 9. CABLE ROUTING SHOWN IS DIAGRAMMATIC. ACTUAL ROUTE OF ANTENNA CABLES HILT( HIT HY-20 AND/OR HY-150 SYSTEMS (AS SPECIFIED ON DWG.) OR ENGINEER'",,' AWG IN 1" EMT �#6 INSULATED AWG SHALL BE DETERMINIED IN THE FIELD. APPROVED EQUAL WITH 4-1/4 MIN. ENBEDM ENT DEPTH.'THE.CONTRACTOR 'SHALU BONDED AT CONFIRM WITH THE MANUFACTURER THE EXISTING CONDITIONS SUIT THE TYPE OF , ANCHOR PROPOSED. 'INSTALLATION OF EPDXY ANCHORS-SHALL BE IN ACCORDANCE BOTH 'ENDS BURNDY GROUND CLAMP •10. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO WITH THE MANUFACTURERS RECOMMENDATIONS. A`+ FABRICATION AND ERECTION OF ANY MATERIAL ANY UNUSUAL CONDITIONS SHALL BE SIZE TO FIT . REPORTED .TO THE ENGINEER. - i `'• ' EQUIPMENT ROOM 11. EXPANSION BOLTS SHALL CONFORM TO FEDERAL' SPECIFICATION FF-S-325, GROU0i1I.' ` - TYPE 4, CLASS 1, HILTI KWIK BOLT It OR APPROVED EQUAL INSTALLATION SHALL BE• ' CTRICA� IN ACCORDANCE WITH THE MANUFACTURER'SRECOMMENDATIONS. MINIMUM EMBEDMENT; STRUCTURAL STEEL"BEAM SHALL-BE THREE AND ONE HALF (3-1/2) 'INCHES. NOTE: ELECTRICAL SCHEMATIC DETAIL Y, t' ALL CONNECTIONS SHALL BE TWO HOLE 4 1. CONTRACTOR SHALL PERFORM ALL VERIFICATION; OBSERVATION, TESTS. AND EXAMINATION LUG UNLESS OTHERWISE NOTED. WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL ANTENNA MOUNTING A-3 SCALE: N.T.S. CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE - 1. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO EIA ,.. '- • ENGINEER LISTING A►LL MALFUNCTIONS, FAULTY EQUIPMENT. AND DISCREPANCIES. ' 222-E "STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA ' 2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, INSURANCE. EQUIPMENT.'.INSTALLATION, SUPPORTING STRUCTURES". DESIGN WAND SPEED - 90 MPH. (78 MPH IN .. NOTE: CONJUCTION WITH 1.5 INCHES RADIAL ICE). 3 SYSTEM GROUNDING CONSTRUCTION TOOLS. TRANSPORTATION, ETC. FOR A COMPLETE AND PROPERLY OPERATIVE ) " DIAGRAM BACKBOARD CONFIGURATION SHOWN DIAGRAMMETRICALLY. ELECTRIC EQUIPMENT' SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND COMPONENTS MAY BE RELOCATED ACCORDING TO SPECIFIC SITE CONSTRAINTS AND/OR.AS OTHERWISE REQUIRED. 2. -STEEL PIPE SHALL CONFORM TO ATM A500 COLD-FORMED WELDED ec. SEAMLESS A-3 SCALE: N.T.S. GIVEN ADHERENCE TO ALL APPLICABLE CODES. CARBON STEEL STRUCTURAL TUBING", GRADE B, OR ASTM A53 "PIPE. STEEL. BLACK 3. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND HOT DIPPED, ZINC-COATED WELDED AND) SEAMLESS"..TYPE,E OR S. GRADE B.; ` AND.SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR "PIPE SIZES INDICATED ARE NOMINAL. ACTUAL OUTSIDE DIAMETER IS LARGER. EACH CLASS GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY I UNDERWRITERS LABORATORIES (U.L.) AND SHALL BEAR THE INSPECTION LABEL J",WHERE 3• 'ALL STEEL MATERIAL SHALL BE-GALVANIZED ,AFTER FABRICATION IN ACCORDANCE( SUBJECT TO SUCH ,APPROVAL MATERIALS SHALL MEET WITH APPROVAL OF ALL GOVERNING WITH ASTM A123 "ZINC (HOT-DIP GALVANIZM) 'COATINGS ON IRON AND STEEL BODIES HAVING JURISDICTION AND SHALL BE MANUFACTURED IN ACCORDANCE WITH PRODUCTS", UNLESS OTHERWISE NOTED. APPUCABLE STANDARDS ESTABLISHED BY ANSI. NEMA,AND NBFU. ?' '• _� . ex 4. ALL BOLTS, ANCHORS, AND MISCELLANEOUS FHARDWARE SHALL BE GALVANIZED IN 4, ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS ACCORDANCE WITH ASTM A153."ZINC-COATiNIG (HOT-DIP) ON IRON AND STEEL HARDWARE% UNLESS-OTHERWISE NOTED.. - ----- 5. WIRE AND CABLE CONDUCTORS SHALL BE #12 AWG MINIMUM WITH TYPE THHN .. - r INSULATION UNLESS; OTHERWISE NOTED. 5. DAMAGED GALVANIZED SURFACES SHALL BE FREPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 6. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANEL , i i I 2-#12 ac 1- 412 qV0 PROPOSED 110V TWIST-LOCK BOARD, PULL BOX. J-BOX, SWITCH BOX, ETC., IN COMPLIANCE WITH THE OCCUPATIONAL GROUNDING a .. 20A-1P I IN 1/2" EMT EQUIPMENT OUTLET SAFETY AND HEALTH ACT (O.S.H.A.). WALL I I 7. CONDUIT: 1. THE ENTIRE SITE SHALL BE GROUNDED IN ACCORDANCEt"WITH THE PAGENET ENGINEERING STANDARDS. INSULATOR ' NEWTON 3061-4 ( I A. RIGID STEEL CONDUIT (RGS) SHALL BE U.L LABEL GALVANIZED ZINC COATED WITH ZINC 2, ALL CONNECTIONS SHALL BE MADE TO BARE METAL ALL PAINTED SURFACES SHALL`•`' I ( INTERIOR AND SNALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS, IN BE FILED TO ENSURE PROPER CONTACT. NO IWASHERS ARE ALLOWED BETWEEN THE -I s I 2-f12 do 1-OM2 GND PROPOSED GFI RECEPTACLE CONTACT WITH THE EARTH. UNDER ROADWAYS. IN MASONARY WALLS, OR EXPOSED ITEMS BEING GROUNDED. ALL CONNECTIONS A1RE TO HAVE A NON-OXIDIZING AGENT ' COPPER r--- ON BUILDING EXTERIORS. ;r GROUND BAR 20A-1P I IN 1/2" EMT APPLIED PRIOR TO INSTALLATION. ' FASTEN 'AS B. ELECTRICAL METALLIC TUBING (EMT) SHALL HAVE U.L.' LABEL, FITTINGS SHALL BE GLAND '3. GROUNDING CONNECTIONS: REQ'D (TYP) -� ^' I -� �� I RING COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS. NO SET SCREW / I 100A-2P OR CRIMP TYPE FITTINGS SHALL BE USED. A. ALL ABOVE GRADE OR INTERIOR GROUNDIING AND BONDING CONDUCTORS SHALL - I I BE CONNECTED BY TWO'HOLES CRIMP TYPE (COMPRESSION) CONNECTIONS. f MECHANICAL CONNECTIONS, FITTING, OR CONNECTIONS THAT DEPEND ,SOLELY; - - 5•/8" BOLT, Wf ..,.., �,," _ - L--- j - C. FLEXIBLE METALUJC TUBING SHALL HAVE U.L. LISTED LABEL AND MAY BE USED WHERE ON SOLDER SHALI,..NOT BE USED. LOCK WASHER ac NUT PERMITTED BY CODE. FITTINGS SHALL BE "JAKE" OR "SQUEEZE" TYPE, SEAL TIGHT FLEXIBLE ' ( I CONDUIT. ALL CONDUIT IN EXCESS OF SIX FEET IN LENGTH SHALL HAVE FULL SIZE GROUND B. AC SERVICE ELECTRICAL GROUND SHALL IBE SIZED PER THE NEC WITH #2 WIRE. AWG SOLID TINNED-COPPER WIRE MINIMUM. SERVICE GROUND WIRE SHALL BE CONTINUOUS RUN IN AN UNBROKEN MANNER. ' WALL MOUNTING BRACKET - NEWTON A-6056 ( D. CONDUIT SHALL BE SIZED PER THE NEC AND AS SHOWN. " 4. ALL GROUND'BARS SHALL BE.1/4"x4"x24" BARE COPPER PLATE. UNLESS E. CONDUIT RUNS IMAY BE SURFACE MOUNTED IN CEILINGS OR WALLS UNLESS INDICATED OTHERWISE NOTED. ' OTHERWISE CONDUIT INDICATED SHALL RUN PARALLEL OR AT RIGHT ANGLES TO THE I I CEILING, FLOOR, OR BEAMS. VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH 5• AT ALL SITES THE CONTRACTOR MUST VERIFY THAT THE SYSTEM IS EFFECTIVLY',l' L_-- - -J OWNER PRIOR TO INSTALLING. = GROUNDED AND MEETS THE NEC ARTICLE 250 REQUIREMENTS AND ACCEPTABLE +• " F. ALL CONDUIT ONLY (C.O.) RUNS SHALL HAVE A PULL WIRE OR ROPE. TO THE LOCAL INSPECTOR AND/OR AUTHORITY. NEC ARTICLE 250-84 SPECIFIES f ' 2 TYPICAL GROUND BAR DETAIL � � GROUNDING RESISTANCE OF 25 OHMS OR LESS FOR THE GROUNDING SYSTEM. .THE ,''•, _ °, .'; , • EXISTING POWER PANEL PROJECT REQUIREMNT IS FIVE (5) OHMS. r; j A-3 SCALE: N.T.S. ADD PROPOSED CIRCUITS S. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE AS INDICATED CODES. 9. GROUNDING CONDUCTORS SHALL BE SOOD TINNED AND ANNEALED COPPER. ' 10. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT. AND FALL POTENTAI r GROUNDING TESTS FOR APPROVAL SUBMIT TEST REPORTS TO OWNER. 11. THE ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF LOCAL ELECTRIC COMPANY. . 5 ONE LINE DIAGRAM CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND COORDINATION OF THE ELECTRICAL AND COMMUNICATION SERVICE WITH THE UTILITY COMPANY AND SHALL PAY ALL FEES, ETC. FOR ;. A-3 COMPLETE INSTALLATION WERE APPLICABLE.N.T.S. 12. CONTRACTOR TO PROVIDE 120V LINE VOLTAGE THERMOSTAT WITH "ON, OFF, AUTO" CONTROLS. ` CONNECT EXHAUST FAN TO THERMOSTAT SO THAT FAN OPERATES WHEN SET POINT OF " NON-OXIDIZING THERMOSTAT IS REACHED OR IS SET TO "ON" POSITION. MOTORIZED LOUVERS SHALL OPEN 1/4" LOCK AGENT TO FULL OPEN POS71ON WHEN EXHAUST FAN IS OPERATING. WASHER l - -- STAR WASHERS ® 1 VAN DE GRAAFF/6th fLa ' L 1/4" NUT BURLINGTON, "MA 01803`. 2 HOLE COMPRESSION � Ph 781 272=7234 LUG ( ) " _ Ph 800) -328-7234 PAtsNC NETWORK OF MASSAOPJSETS, INC. ' BARE Fax (781) 229-1504 -.METAL '/"__COPPER WIRE c` Q G EO D CONSULT/NG r 1 � - . .. - • , - -@MC •�IITE •7R�lA�G�iTAT1l7W ~" . -:� .. 1(D' TYPICAL. LUG DETAIL 186 Lincoln' Street ..Boston; -MA 02111Phone 61 Fax 617 SCALE: N.T.S. ( 7) 3�$-8588 ( ) 338-6288 ,: y Des. Drawn Check ' a Rev. Date Description By By By ELECTRICAL - PLAN, ' AND DETAILS - RLH RLH CE SY► OF 6/16/99 Submitted for PogeNet Comments I L L 12 -FIRST STREET 0 6/23/99 Issued for Permittingand Construction RLH RLH CE o CHRISTOPHER EMILIUS C♦ SALEM W A } o. 74 DATE: SITE.NUMBER DWG. N0. REV. NO..' }' 6169 SCALE: A WN. - , , e v 101 e 155 125 162 Ak PMO ' o ete 124 ° AU AC 123 2az��JF' A. e o \ � o tp o 120 tio� sT s�-P� 4 A, `PROPOSED ANTENNA PROPOSED ANTENNA 2 S 1 TE ter/ 2 LOCUS bA 2 12 i4 25 141 s; HAWTHORNE SQUARE SHOPPING CENTER 5 r II. 26 ;CONSERVATION l \ ' CITY OF SALEM 10AL 'd FgRR f 19 �,a Pme <� c 7 sa i SALEM HOUSING AUT"HORITY CITY OF SALEM CONSERVATION BUILDING VIEW LOOKING NORTH 4 al4 Jc 1 At A. 200 0 200 400 SCALE: 1" = 200' ® 1 VAN DE GRAAFF/6th FLR SITE LOCUS PLAN BURLINGTON, MA 01803 PAGEHI �VPh 781 272-7234 PAGING NETWORK OF MASSACHUSETS, INC. Ph (800) 328-7234 Fax (781) 229-1504 a G E O D CONS UL T/NG ENGINEERING SITE DEVELOPMENT 7RANSPORTATION 186 Lincoln Street, Boston, MA 02111 Phone (617) 338-8588 Fax (617) 338-6288 Des. Drawn Check SITE PHOTO AND LOCUS PLAN Rev. Date Description By By By ��`s�► of Miss 12 FIRST STREET 9� CHRISTOPHER yJ, EMILIUS SALEM MA CIVIL y No.37458 GIST DATE: SITE NUMBER DWG. NO. REV. NO. IOM 8/9/99 ��G/gyp SCALE: 4919 L-1 0 AS SHOWN DNA . 0" � ''F� ki ,,ow