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2002-08-22 Wireless SP Application- 401 ANDOVER STREET
ROBINSON & COLE LLP ROBERT J.FOLEY One Boston Place Boston,MA 021084404 Main(617)557-5900 Fax(617)557-5999 rfoley@rc.com Direct(617)557-5928 August 22,2002 Via Hand Delivery Planning Board Town of North Andover Municipal Building 120 Main Street North Andover,MA 01845 Re: Special Permit Application Submittal of Celico Partnership d/b/a Verizon Wireless for Wireless Services Facility 401 Andover Street,North Andover,MA Dear Planning Board: Enclosed is an application on behalf of Cellco Partnership d/b/a Verizon Wireless for a special permit to construct and operate a Wireless Service Facility pursuant to Section 8.9 of the Town of North Andover Zoning Bylaw at the Site. The proposed Wireless Service Facility consists of the addition of three arrays of four-panel antennasunted on the roof parapet of an existing office building located at 401 Andover Street,North Andover,MA. A total of five(5) sets of the application materials, and eleven (11)copies of the plans are enclosed. In addition,please find a check for the application fee, in the amount of $100,and an additional check, for the project review fee, in the amount of$2,000 enclosed herein. Please date stamp and return two copies of these materials to me so that I may file a set with the Town Clerk and have one date stamped package for my records. Please contact me if you require additional information and to notify the applicant of the time and place of the hearing. C5�_ Sincerely, c Law Offices , o C-)h/� NJ = C' BOSTON =r"-> CD rTt C)M HARTFORD C:)7QCnC: NEW LONDON Robert J.Foley STAMFORD GREENWICH NEW YORK www.rc.com Aug-21 -02 02 :07P P_ 02 Town of North Andover Planning Board Application for Special. Permit Please type or print clearly. 1. Petitioner: Cellco' Partnership d/b/a Verizon Wireless Peddoner'sAddress: 400 'Friberg Parkway, Westborough, MA 01581 Telephone nu�aber (508) 330-3342 2. Owners of the t.and: John McGarry, Plumb 2 Realty Trust Address.- 401 Andover Street Number af,ears of ownership: {9 78) 686-1111 3. Description ofp'rupoaedp'rujectc to construct and operate a wireless service facility consisting of three arrays of four panel antennas on Me parapet the existing building, an equipment room-En—the attic space, anian emergency generator on the roo top e in t e parapet. (6ee attMIT narrative for further explanation 4. Description ofpres; See Attached Narrative Nzr `-� Ila rn 5. Address of Property Being Affected 401 Andover Street CO ZoningDisttict; •North Andover, MA Assessors: Map; 24 Lot#33 Registry of Deeds: Book Page#t 2 5 0 6. Ezisting Lot: Lot Area(Sq.Ft) 32,047 _ Bui[dingHeight 40' - 61' Street Frontage: 143.30' Side setb=jW +: - ; -C+/--)50' Dont Setback: (+1-)55' Rear Setback: (+/-)47' Floor Area Ratio: N/A Lot Coverage: 17% 7. Proposed Lot(if applicable): Lot Area(Sq.Ft) Same Building Height Same Street Frontage: Same Side Setbacks: Same Front Setback: Same Rear.Setback: Same Floor Area Ratios _Same Lot Coverage:_ Same 8• Required Lot(as required by Zoning Bylaw): Lot Area(Sq.Ft) 25.000 Building Height 45' Street Frontage 125' Side Setbacks: 40' Front Setback: 25' Rear Setback: 35' Floor Area Ratio: N/A Lot Coverage: 35% 9• Existing Building(if applicable): Ground Floor(Sq.Ft.) 5.400 #of Floors: 2 Total Sq.Ft. 10,800 Height: 40' —6' Use: office building Type of Construction 10. Proposed Building; Ground Floor(Sq.Ft.) Same #of Floors: Same Total Sq.Ft. Same Height: Same Use: Wireless Communications Type of Construction Facility 11. Has there been a previous application for a Special Permit from the Planning Board on these premises? No If so,when and for what type of construction? 12. Section of Zoning Bylaw that Special Permit Is Being Requested Section 8.9(3) (a)(iii) 13. Petitioner and Landowner signature(s): Every application for a Special Permit shall be made on this form which is the official form of the Planning Board. Every application shall be filed with the Town Clerk's office. It shall be the responsibility of the petitioner to furnish all supporting documentation with this application. The dated copy of this application received by the Town Clerk or Planning Office does not' absolve the applicant from this responsibility. The petitioner shall be responsible for all expenses for filing and legal notification. Failure to comply with application requirements,as cited herein and in the Planning Board Rules and,Regulations may result in a dismissal by the Planning B oard of this application as incomplete. Petitioner's Signature: Print or type name here: Cellco Partnership d/b/a Verizon Wireless By its attorn Michael S. Giaimo Robinson & Cole LLP Owner's Signature: One—Bostan Place, Boston, MA 02108 Print or type name he : John McGarry, Trustee Plumb 2 Realty Trust 14. Please list title of plans and documents you will be attaching to this application. 1. "Proposed Cellular Communication Facility Route 125-401 Andover Street,North Andover, Massachusetts,Essex County,"prepared by Daigle Engineers,dated January 7,2002. 2. Statement in Support of Application for Special Permit 3. Review Form,Town of North Andover Building Department,401 Andover Street,denial dated March 22,2001. 4. North Andover Zoning Map 5. Andover 2 Existing Coverage Map 6. Andover 2Proposed Coverage Map 7. Fourteen 14 Photosimulation s 8. Equipment Specifications,Brochures and Catalogues 9, Environmental Noise Impact Assessment,prepared by Modeling,Sp6cialties,dated June 22,2001. 10. Radiofrequency Report of Dr.Donald Haes,Jr.,Ph.D,CHP,dated May 3,2001. 11. Federal Communications Commission License 12. Letter from Massachusetts Department of Public Health TOWN OF NORTH ANDOVER STATEMENT IN SUPPORT OF APPLICATION FOR SPECIAL PERMIT APPROVAL APPLICANT: Cellco Partnership d/b/a Verizon Wireless; PROPERTY: 401 Andover Street NorthAndover,MA Map 24,Lot 33 ZONING DISTRICT: GB General Business District DESCRIPTION OF APPLICANT AND PROPOSED USE The applicant, Cellco Partnership d/b/a Verizon Wireless, is licensed by the Federal Communications Commission to provide cellular mobile radiotelephone service within the market area that includes North Andover. Verizon Wireless proposes to install antennas on the parapet and to place equipment behind the parapet and in the attic of the existing building located at 401 Andover Street(Rt. 125)(Map 24, Lot 33) in North Andover(the"Site"). The proposed facility will be a personal wireless services facility within the meaning of the federal Telecommunications Act, 42 U.S.C. §332(c)(7)(C)(ii) and a wireless service facility under the North Andover Zoning By-Law. As shown on the plans submitted with this application,Verizon Wireless proposes to install three arrays of four panel antennas, for a total of twelve antennas, on the parapet of the existing office building located in a business zoning district. These antennas will be painted to match the existing parapet color. In addition,Verizon Wireless proposes to install equipment within a room to be constructed in the attic space, as shown on the plans submitted with this application(See Plans Sheet S-3) and to install an emergency generator on the rooftop behind the parapet (See Plans Sheet S-1). The purpose of this installation is to provide telecommunications services to people living,working and traveling within North Andover. EVIDENCE IN SUPPORT OF GRANT OF SPECIAL PERMIT Under Section 8.9(3)a.iii of the Zoning Bylaw, a wireless service facility is permitted in all districts upon grant of a special permit by the Planning Board,provided that the wireless service facility complies with the special permit requirements of Section 10.3 and all of the requirements set forth in the North Andover Zoning Bylaw. As will be demonstrated at the hearing and through the submitted application materials,the Applicants' proposal satisfies these requirements. WIRELESS SERVICE FACILITIES District Regulations- Section 8.9(3). As demonstrated by the coverage maps submitted with this application, and as will be further demonstrated at the hearing on this application,the BOSTI-731093-2 proposed facility will provide Verizon Wireless with the ability to adequately service customers in North Andover near the proposed facility,who presently experience dropped calls or inconsistent service due to the lack of a Verizon Wireless facility in this vicinity. The availability of reliable wireless communications service enhances community safety and is increasingly relied upon by civil defense and other safety officers as well as the general public in times of crisis,natural disaster,traffic accidents and similar circumstances. It also provides a convenience to residents and is an attractive feature to businesses and service providers, including plumbers, contractors,repair personnel and others who desire portable communications such as day care providers and recreational facility attendants. The proposed facility,by providing these services to residents and business people within, and people traveling through North Andover, therefore promotes the health, safety, convenience and general welfare of the inhabitants of the town. (Section 8.9(3)a). The facility will also satisfy the locational standards of the Zoning Bylaw because the facility will be located on an existing building and will be camouflaged. (Section 8.9(3)b). Dimensional Requirements-Section 8.9(3)c The facility will satisfy the applicable dimensional requirements because the rooVside mounted facility does not project higher than ten feet above the height of the existing building(see Plans Sheet S-2). (Section 8.9(3)c.iii). In connection with applicable setback requirements,the Zoning Board of Appeals issued a variance on [insert date] from the 600 foot setback requirement of Section 8.9,which provides that""/t/he minimum setback of 600 feet shall be required for all wireless devices, antenna and their mounting structures,whether attached to a new or existing structure, as measured from the adjacent property line of the properties which are either zoned for, or contain, residential and educational uses of any types. Design Standards Section 8.9(4) The facility is designed so that side-mounted panel antennas will blend with the preexistent building's architecture and will be painted to match the color of the building material directly behind them. The proposed equipment shelter will be located in the attic of the building and the emergency generator will be located on the roof so that it will be shielded from view by the building's existing rooftop parapet enclosure. The facility will not require any exterior lighting and shall not incorporate any signs except those permitted under Section 8.9(4)b.ii. According to the Zoning Map of the Town of North Andover,dated 2/20/2001, the facility is not located within a Historic District,or the Watershed Protection District. The facility will comply with all of the provisions of Section 8.9(4)e. The facility is not located in a wetland resource area, there will be no hazardous waste discharged. A noise study will be presented at the public hearing demonstrating that the noise from the proposed equipment satisfies the standards of Section 8.9(4)e(v). In accordance with the provisions of Section 8.9.(4)f, all equipment proposed for the proposed wireless service facility shall comply with the FCC Guidelines for Evaluating the Environmental Effects of Radiofrequency Radiation(FCC Guidelines) or any other applicable FCC guidelines and regulations and any other applicable standards of federal and state law pertaining to radiofrequency emissions. Conditions for Approval of Special Permit Section 10.3.1. The proposed facility also meets the conditions for approval of Special Permit set forth in Zoning Bylaw Section 10.31. Specifically,the facility: will be located in a business district that is appropriate for wireless 2 communications use;will not affect the neighborhood or create a nuisance or hazard to vehicles or pedestrians because it will be located on an existing office building that has been designed to accommodate vehicles and pedestrians and the proposed antennas have virtually no visual impact; and will be in harmony with the general intent and purpose of the bylaw. The facility will involve no customers or employees, and therefore will create no additional demand on water or sewer service. It will create no traffic demand as it will involve only approximately one round trip per month by a standard passenger vehicle during normal business hours for facility maintenance. The facility will use standard electrical power. There will be no artificial exterior lighting. The installation is consistent with the commercial character of the neighborhood and will have no impact on the natural environment. CONCLUSION For all of the foregoing reasons and based on this application and such additional information as will be presented at the hearing, the Applicants respectfully request that the City Council approve a Special Permit to allow the construction and use of the Applicant's proposed ground mounted personal wireless service facility at the Site. Respectfully Submitted, Crown Atlantic Co.,LLC, and Cellco Partnership d/b/a Verizon Wireless By their attorney, RobA J. Foley, Esq. Robinson&Cole LLP One Boston Place Boston, MA 02108 (617) 557-5900 Dated: 3 April 23,2001 Town of North Andover Planning Board Municipal Building 120 Main Street North Andover,MA 01845 Re: Application for Wireless Service Facility located at 401 Andover Street,Map 24, Parcel 33 To: Planning Board of North Andover This letter authorizes Cellco Partnership d/b/a Verizon Wireless and its representatives Robinson&Cole LLP to apply for all necessary zoning and other permissions for the development of a Wireless Service Facility at 401 Andover Street,North Andover,MA. Sincerely, ohn McGarry Property Owner 401 Andover Street North Andover,MA Apr-02-01 01 : 35P NOr1rh Andover Com- Dev - 9786889542 P - 02 � Or NOHTI',M Zoning Bylaw Review Form Town Of North Andover Building Department ss.. � 27 Charles St. North Andover, MA. 01845 Phone 978-688-9545 Fax 978-688-9542 Street: S 7�- - Map/Lot: _�7- �, _ ---__ Ap licant: r _PA �. .v�-_.1n F rnclfz o_�,'31,/ Request: 1oC r Arvf I /U'' ,UNA 9 /Gr+�e.�adnr. Kuof d, (S Date: / 01 Please be advised that alter review of your Application and Plans your Application is /DENIED for the following Zoning Bylaw reasons: Zoning Item __� Notes item - - Notes A Lot Area F Frontage 1 Lot area Insufficient 1 Frontage Insufficient 2 Lot Area Preexisting of S 2 Frontage Complies 3 Lot Area Complies S 3 Preexistingfrontage `t 4 f, 4 Insufficient Information 4 No access over Fronta e B Use 5 Insufficient Information 1 Allowed G Contiguous Building Area 2 Not Allowed 1 Insufficient Area 3 Use Preexisting 4 2 1 Complies 4 Special Permit Required_ Lt a 3 Preexisting CBA t 5 Insufficient Information 4 Insufficient Information C Setback H Building Height 1 All setbacks comply 1 Height Exceeds Maximum 2 Front insufficient 2 Complies 3 Left Side insufficient $ PreexistirKi Height 4 Right Side Insufficient 4 Insufficient Information 5 Rear Insufficient - I Building Coverage 6 Preexisting setback(s) 1-I 0- _5 1 Coverage exceeds maximum 7 insufficient Information 2 Coverage Compiles D Watershed 3 Coverage Preexisting ry t Not in Watershed `� 4 insufficient Information 2 In Watershed j Sign 3 Lot prior to 10/24/94 1 Sign not allowed 4 Zone to be Determined 2 Sign Complies 5 Insufficient Information 3 Insufficient Information E Historic District K Parking N 1 In District review required_ 1 More Panting Required 2 Not in district `1 g 2 Parking Complies 3 Insufficient Information 13 1 Insufficient Information Romefor the above is checked below. Item At Special Permits Planning Board Item 0 Variance 04 site Plan Review Special Permit Setback Variance Access other than Fronta e Special Permit Parking Variance Frontage Exception Lot S ecial Permit Lot Area Variance Common Driveway Special—Permit Hei ht Variance Congregate Housing Special Permit Variance for Sign Continuing Care Retirement Special Permit Special Permits Zoning Board -independent Eldert Housin S eclat Permit Special Permit Non-Conforming Use ZBA Large Estate Cando Special Permit Earth Removal S 'al Permit ZBA Planned Development District S ectal Permit S eclat Pemtit Use not Listed but Similar Planned Residential S ectal Permit Special Permit for Si n R-6 Density Special Permit Other Watershed Special Permit Sunniv SunniAdditional Information The above review and attached explanation of such is based on the plans,request for or infomiadon submided. No definitive review and or advice shall be based on verbal explanations by the applicant nor shall such vernal explanations by the applicant serve to provide definitive answers bo the above reasons for this acdon. Any Inaccuracies,misleading Information,or other subsequent changes to the information submitted by the applicant shalt be grounds for this review to be voided at the discretion the Building Department.The attaches!document tilled•Pian Review Narrative'shad be attached hereto and Incorporated herei�refere�ab�uldZdepartrnentvviil retain alt plans and dost on forthe above 11te.� � uiiding Department Official Signature Application Received Appl' tion anted Denial Sent: If Faxed Phone Number/Date: Apr-02-01 O1 : 35P North Andover Com. Dev . 9786889542 P _ O3 Plan Review Narrative The following narrative is provided to further explain the reasons for the action on the property indicated on the reverse side: ",UP i c� w►r�l r J >l A(l 11,e- L--L, 1,e- +�iat!�. 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I:'�.=� •,,:, I, Pdi„�� :r ,I�... .0 r I m. ,y I r„ , N ,a �� 'III 1N •,,,G, .r IIII 4, a, ,I- IP,�».'�. I +lr , � 4uNl:�ulll��..� P��w f�NI,�F.MINI IIII��N��r�o�MVIh��I��fl�nl,�g4lu IIIII�III,�; � � ��pp r t FLEXENTTm CDMA Modular Cell Site Preparation Guidelines Environmental Requirements Purpose This section outlines the environmental requirements for installation and operation of Flexent CDMA Modular Cell equipment. Verification of these requirements can be performed using Site Preparation General Checklist SP-1 found in Appendix A. Cabinet Heat All Flexent CDMA Modular Cell cabinets generate heat during operation. Dissipation Table 3 lists heat dissipation for various Flexent CDMA Modular Cell cabinets. Table 3. FlexentTM CDMA Modular Cell Cabinet Heat Dissipation Heat Energy Dissipated Cabinet (Watts) Modular Cell cabinet(3-sector 3-carrier) (Indoor) 5400 Modular Cell cabinet(3-sector 3-carrier) (Outdoor) 5600 Galaxy Power System GPS2424 (H569-437) (at 21 3140 kW load) PowerHouseTm 24/24G Cabinet(at 17 kW load) 2450 60ECv2 Jv2G Battery Cabinet 100 F Lucent Technologies—Proprietary See notice on first page Issue 1 January 2000 3 r / FLEXENTTm CDMA Modular Cell Site Preparation Guidelines Dimensions and Weight of Cell Site Equipment Introduction This section provides information to aid site planners in the verification of suitable locations and structures for site installations. Dimensions and Table 4 lists the approximate weight and dimensions of the Flexent CDMA Weight Modular Cell equipment: Table 4. Equipment Weight and Dimensions Approximate Depth x Width x Weight Height Kg In Equipment Description (lbs.) (inches) Indoor Modular Cell cabinet(1 carrier) 366 (807) 0.69x.0.90xl.8 Indoor Modular Cell cabinet(3 carrier) 457 (27x35.5x72) (1007) Outdoor Modular Cell cabinet(1 carrier) 447 (986) 0.91 x0.90x1.8 Outdoor Modular Cell cabinet(3 carrier) 538 (36x35.5x72) (1187) Galaxy Power System GPS2424(1-1569- 1140 0.51 x0.82x2.1 437) (2508) (20x32.3x83) PowerHouseTm 24/24G Cabinet 794 0.76x0.79xl.7 (Fully Equipped) (1747) (33 x 31 x 66) 60ECv2 tv2G Battery Cabinet with 20 1285 0.76x0.79x1.5 batteries (2,827) (30 x 31 x 60) 121 R1 25 Battery(2 batteries per string) 54 0.42x0.17x0.25 (120) (16.5 x 6.75 x 10) (each battery) a Lucent Tedwologles—Proprietary See notice on first page Issue 1 January 2000 5 t FLEXENTTM CDMA Modular Cell Site Preparation Guidelines Table 7 below and Table 8 on page 24 provide AC input power requirements for the indoor 850 and PCS CDMA Modular Cell indoor site configurations. The term"typical'implies the site is operating with"busy hour"traffic and at normal room temperatures,with the batteries on float charge.The term "maximum"implies the site is operating at full traffic and extreme temperatures,with the batteries charging at high rate. Table 7 Indoor 850 CDMA Modular Cell DC Power Requirements 850 CDMA AC Input Power Requirements with the Galaxy Power System GPS2424(H569-437) 850 CDMA Modular Cell Site Configuration AC/DC Power DC Power(Watts) AC Power(kWs) Sectors Carriers Rectifiers Typical Maximum Typical Maximum 1 2 1080 1200 1.2 6.9 Omni 2 2 1530 1700 1.8 6.9 3 2 1980 2200 2.3 6.9 1 2 1980 2200 2.3 6.9 2 3 3330 3700 3.8 10.3 3 3 4680 5200 5.4 10.3 3 4 4 6660 7400 7.7 13.8 Sector 5 4 8010 8900 9.2 13.8 6 5 9360 10400 10.8 17.2 7 6 11340 12600 13.0 20.7 8 6 12690 14100 14.6 20.7 9 7 14040 15600 16.1 24.1 6 Sector 6 8 18720 20800 21.5 27.5 NOTE 1:For Omni configuration from 4 to 9 carriers,add 500 watts per carrier to the Omni 3 carrier configuration. NOTE 2:For 6 Sector configurations with less than 6 carriers,multiply the 3 sector configuration with the equivalent number of carriers by two to obtain the site load. NOTE 3:To obtain the DC current,divide the value in the table by 27.24 V.To obtain the AC current divide the values in the table by the nominal AC voltage supply. Lucent Technologies—Proprietary -�> See notice on first page Issue 1 January 2000 23 401-710-120 NOTE 3:To obtain the DC current,divide the value in the table by 27.24V.To obtain the AC current divide the values in the table by the nominal AC voltage supply. *Two power cabinets are required to support this configuration. Table 10 Outdoor PCS CDMA Modular Cell Site Power Requirements PCS CDMA AC and DC Power Requirements with the PowerHouse24/24G cabinet PCS CDMA Modular Cell Site AC Power Configuration DC Power (kWs) (Watts) Cabinet Heater off Cabinet Heaters on Sectors Carriers Rectifies Typical Maximum Typical Maximum Maximum Maximum Maximum 208 V 230 V 240 V 1 2 1350 1500 1.6 6.9 9.6 10.2 10.5 Omni 2 2 1800 2000 2.1 6.9 9.6 10.2 10.5 3 2 2250 2500 2.6 6.9 9.6 10.2 10.5 1 2 2250 2500 2.6 6.9 9.6 10.2 10.5 2 3 3600 4000 4.1 10.3 13.0 13.6 13.9 3 4 4950 5500 5.7 13.8 16.5 17.1 17.4 3 4 4 7200 8000 8.3 13.8 18.8 19.9 20. Sector 5 5 8550 9500 9.8 17.2 22.2 23.3 23.9 % FLEXENTTm CDMA Modular Cell Site Preparation Guidelines Battery Table 11 below and Table 12 on page 32 provides the approximate battery Reserve Time reserve times for indoor 850 and PCS CDMA sites at typical load conditions. (Indoor) - The term"typical"implies that the site is operating with"busy hour"traffic and at normal room temperatures.The battery reserve time represents new battery capacity and 77 OF(25°C)ambient temperature. End-of-life battery reserve times are typically 80%of the initial battery capacity. Table 11 Indoor 850 CDMA Modular Cell Site Battery Reserve Battery Reserve Time with the Galaxy Power System GPS2424(H569437) with 12IR125 Batteries 850 CDMA Modular Cell Site Configuration DC Power Quantity of Strings (Watts) for Typical Reserve Time Sectors Carriers Typical Maximum 2 Hours 4 Hours 6 Hours 8 Hours 1 1080 1200 2 2 4 4 Omni 2 1530- 1700 2 4 4 6 3 1980 2200 2 4 6 6 1 1980 2200 2 4 6 6 2 3330 3700 4 6 8 *10 3 4680 5200 6 8 *12 *14 4 6660 7400 8 *12 *16 **20 3 Sector 5 8010 8900 8 *14 **18 **24 6 9360 " 10400 *10 *16 **22 ***28 7 11340 12600 *12 **20 **26 ***32 8 12690 14100 *12 **22 ***30 ***(6.9) 9 14040 15600 *14 **24 ***32 ***(6.1) 6 Sector 6 18720 20800 **22 ****(3.4) ***(3.4) ***(3.4) *Requires supplemental battery frame with the power frame. **Requires two supplemental battery frames with the power frame. ***Requires three supplemental battery frames with the power frame. ***(value)The value in the parenthesis is the hours of reserve with 32 strings of batteries. F { Lucent Technologies Proprietary ... See notice on first page Issue 1 January 2000 31 FLEXENTT°"CDMA Modular Cell Site Preparation Guidelines Grounding and Lightning Protection u. Bonding Requirements Introduction This section provides information on grounding and lightning protection requirements for a Flexent CDMA Modular Cell site. General The Flexent CDMA Modular Cell site must be grounded using integrated Requirements (Multi-Point) grounding system. Flexent CDMA Modular Cell sites are susceptible to lightning surges due to their association with towers and antennas.Therefore, it is imperative that the cell site be properly grounded and that a low impedance path to earth is provided.The grounding conductors must be as straight and short as possible. No sharp bends or loops are permitted in grounding conductors. Commercial AC power and T1/E1 facilities are susceptible to lightning surges and must be properly protected.An appropriate surge protection device must be installed at the service entry point and be connected directly to the ground electrode system. The antenna cable shield must be bonded at the top and bottom of the vertical run, and also where it comes near the equipment.The tower or metallic support for the antenna must also be bonded to the grounding system. In indoor applications, a surge protection device must be installed as soon as antenna cable enters the building.The surge protection device must be bonded to a nearby ground bus bar that is connected to the grounding electrode system directly. In indoor applications,the antenna cable shield must also be bonded at the hatch plate before entering the building. All metallic objects within 1.75 meters(6 ft.)of the grounded equipment must be bonded to the grounding system. All Flexent CDMA Modular Cell sites must be equipped with a grounding electrode system(i.e.,buried ring ground, copper clad rod,electrolytic rods, metallic water pipe,etc.).The cell site grounding,including all cabinets and antenna cable shields, must be bonded to the grounding electrode system. The grounding electrode system shall be installed as part of site preparation with sufficient number of pig-tails.For indoor applications,the halo ground must be installed with the appropriate number of directional splices. Buried ground conductors must be,as a minimum,#2 AWG bare,solid,tinned copper wire.Exterior ground conductors must be either solid, bare tinned copper or stranded,insulated (outdoor insulation to be sunlight-resistant) Lucent Technol*es Proprietary 4.. See notice on first page Issue 1 January 2000 35 c 401-710-120 copper cable.The interior ground cable shall be stranded copper with green insulation type THWN or equivalent. %.' Exothermic weld is.recommended for grounding connections where practical.All below grade connections must be exothermically welded. Compression type,two-hole(0.75" center)lugs or double crimp"C"taps are acceptable for above ground connections.The contact area where connections are made shall be prepared to a bare bright finish, and be coated with an anti-oxidation material before connections are made. All grounding system material (cable, connectors, buses,etc.) must be of high quality materials that resist deterioration and require little or no maintenance. Refer to Grounding and Lightning Protection Guidelines for Wireless System Cell Sites, 401-200-115 for detailed requirements related to grounding and lightning protection bonding. A CAUTION: The equipment warranty can be voided if the guidelines detailed in the National Electric Code(NFPA 70),Standard for Installation of Lightning Protection System(NFPA 780, 1995 edition), Lucent Technologies 401:200-115,and Equipment Drawings ED-3R135-10 documents are not followed. Verification of the grounding requirements can be performed using Checklist SP-3 found in Appendix A of this document. Lucent Technol 'es—Pro rie � P tn�3' See notice on first page 36 Issue 1 January 2000 C)ptiFi117M WW EMEW/RELESS FV65-13—XXXX-2 r-- -449 srL�am .7 dBd gain s Rt" i CONNECTOR Electrical Mechanical Azimuth Beamwidth 65° Dimensions(L x W x D) 48in x 12in x lin Elevation Beamwidth 16° (121.9 cm x 30.5 cm x 17.8 cm) Gain 12.7 dBd(14.8 dBi) Rated Wind Velocity 130 mph(209 kph) Polarization Vertical Equivalent Flat Plate Area 4ft2(.37 m') Front-to-Back Ratio >25 dB Front Wind Load @ 100 mph(161 kph) 115 lbs(512 N) Electrical Downtilt Options 0',5-,10' Side Wind Load @ 100 mph(161 Iph) 67 Ibs,(299 N) VSWR 1.35:1 Max Weight 21 lbs(9.5 kg) Connectors 1;Type N or 7-16 DIN(female) Power Handling 500 Watts CW Note: Patent Pending and US Patent number 5,757,246. Passive Intermodulation <_147 dBc(2 tone i @+43 d6m{20W}ea.) Values and patterns are representative and variations may occur. Specifications may Lightning Protection Chassis Ground change without notice due to continuous product enhancements. Digitized pattern data is available from the factory or via the web site www.emswireless.com and reflect all updates. MOUNTING OPTIONS Model Number Description Comments M..TG-P00-10 Standard Mount (Supplied with antenna Mounts to Wall or 1..5 inch to 5.0 inch O.D.._Pole 3.8 cm to 12.7 cm _...__ MTG-S02-10 Swivel Mount 1 Mounting kit providing azimuth ad'ustment. MTG DXX-20' Mechanical Downtilt Kits 0°-10°or 0°-15°Mechanical Downtilt _ MTG CXX.-10* Cluster Kits , 3 antennas 120'aaror2atnn80` Part ____.__ ....... .......- - MTG CO2-10 ---... U Bojt Cluster Mount Kit 3 antennas 4 5"0 D pole .................MTG TXX-10'_ ......... Steel,Band Mount.._ . .. ........ Pole_dlameters_7 5 45°__ " Model number shown re resents a series of roducts. See mountin o tions section fors ecific model number. 270• 270° 270• 270' 240' 300• 240° 300• *0' 3, • • 240° 30V 210' 330• 210° 330• 210• 210• 330• 180' 0• 180• 0• 180• 0• 180• 0• 150' 30• 150• 30• 150• 150° 30• 120' 60• 120° 60• 120• 60• 90• Elevation 90• Elevation 90• Elevation 90• Azimuth 0°Electrical Downtilt 5°Electrical Downtilt 100 Electrical Downtilt 14 EMS Wireless +1(770) 582-0555 Fax+1(770) 729-0036 EMS Wireless -Mounting Options Page 1 of 1 Mounting Options MTG-D15-20 00 - 150 Downtilt Antenna Length:gthe 48� through 72" Pole Diameter: 1.5" - 5" O.D. Mounted distance from pole: 4.0" Bracket Spacing: 42" This upgrade kit includes the additional hardware needed to mechanically downtilt any EMS Wireless antenna and can be used with any of the other upgrade kits.The mechanical downtilt kits are adjustable in one degree increments and two different ranges are available, 00 to 100 and 00 to 150. Each degree of downtilt is clearly marked on the bracket (no measurement required),and the brackets simplicity makes it easy to adjust when changes are necessary. file://C:\Documents%20and%20Settings\robi2ja\My%20Documents\Antennas\EMS%20W.i 04/27/2001 7 Coaxial Cable Selection Guide HELIAX® Coaxial Cable Selection Guide-50-ohm, Foam Dielectric Foam Dielectric,LDF Series 1/4" 3/8" 1/2" 5/8" 7/8" 1-1/4" 1-5/8" 2-1/4" 491 493 496 50o 506 513 520 524 Standard Cables LDFl-50 LDF2-50 LDF4-50A LDF4.5-50 LDF5-50A LDF6-50 LDF7-50A LDF12-50 Fire Retardant Cables LDFIRN-50 LDF2RN-50 LDF4RN-50A LDF4.5RN-50 LDF5RN-50A LDF6RN-50 LDFIRN-50A LDF12RN-50 LDFIRN-50 LDF2RN-50 LDF4RN-50A LDF4.5RN-50 LDF5RN-50A LDF6RN-50 LDF7RN-50A LDF12RN-50 LDFIRN-50 LDF2RN-50 LDF4RN-50A LDF4.5RN-50 LDF5RN-50A LDF6RN-50 LDF7RN-50A LDF12RN-50 Low VSWR Cables,Specially Tested LDF1P-50-(") LDF2P-50-(") LDF4P-50A-("") LDF4.5P-50-('-) LDF5P-50A-("") LDF6P-50-(") LDF7P-50A-("") LDF12P-50-("*) Special Application Cables p.590 p.590 p.590 - p.590 - - - Characteristics 15800 13500 8800 6100 5000 3300 2500 2200 12.1 15.6 40 62 91 205 315 425 86 88 88 89 89 89 88 88 3(76) 3.75(95) 5(125) 8(200) 10(250) 15(380) 20(510) 24(610) Attenuation,dB/100 ft(dB/100 m) Standard conditions:VSWR 1.0;ambient temperature 20°C(681). 0.667(2.19) 0.563(1.85) 0.357(1.17) 0.254(0.834) 0.195(0.641) 0.135(0.444) 0.109(0.356) 0.091(0.299) 1.23(4.05) 1.04(3.42) 0.661 (2.17) 0.473(1.55) 0.364(1.19) 0.254(0.832) 0.205(0.671) 0.173(0.566) 2.71 (8.88) 2.29(7.51) 1.45(4.75) 1.05(3.46) 0.808(2.65) 0.571 (1.87) 0.467(1.53) 0.400(1.31) 4.16(13.6) 3.52(11.6) 2.22(7.28) 1.64(5.38) 1.25(4.12) 0.897(2.94) 0.742(2.43) 0.644(2.11) 6.10(20) 5.17(17) 3.25(10.7) 2.44(8.02) 1.86(6.11) 1.35(4.43) 1.13(3.71) 0.994(3.26) 11.5(37.7) 9.79(32.1) 6.11 (20.1) 4.76(15.6) - - - - 15.7(51.5) 13.4(43.9) - - - - - - Average Power Rating,M Standard conditions: VSWR 1.0;ambient temperature 40"C(1041);inner conductor temperature 100`C(212"F); no solar loading. 3.32 4.14 6.46 9.57 14.1 22.0 30.9 39.8 1.79 2.24 3.49 5.14 7.56 11.7 16.4 21.0 0.818 1.02 1.59 2.31 3.41 5.22 7.18 9.06 0.533 0.663 1.04 1.48 2.19 3.32 4.52 5.64 0.363 0.451 0.710 0.996 1.48 2.21 2.96 3.65 0.193 0.239 0.378 0.511 - - - - 0.141 0.175 - - - - - - U.K.0800-250055 • Australia 1800-803 219 • New Zealand 0800.441-747 Visit us at:www.andrew.com ANDREW W Model: 50 RZ KOHLERPOWER SYSTEMS Gas O 9001 Standard Features � Cft�ERA NrER agw.UrnrrWaanrn a Kohler Co. provides one-source responsibility for the generating system and accessories. • All generator sets and components are prototype tested,factory built,and production tested. e A one-year limited warranty covers all systems and components. Two-,five-, and ten-year extended warranties are available. e Generator features: o Kohler's unique Fast Response'" excitation system delivers the fastest voltage response in I the industry. jo Brushless,rotating-field generator has I broadrange reconnectability. o Kohler's permanent magnet excited generator (PMG)provides superior short-circuit capability. e Other features: o Controllers are available to meet all applications. See controller features inside. o Low coolant level shutdown protects generator set from overheating. o Integral vibration isolation eliminates the need for installation of vibration spring isolators under the unit. Generator Ratings o Electronic, isochronous governor provides precise frequency regulation. i Model Voltage Standby Generator Standby Ratings,kW/kVA Prime Power,kW/kVA Series Code Voltage Amps Phase Hz Model Nat.Gas LP Gas Nat.Gas LP Gas 50RZ 01 120/240 165 3 60 4P8 55/69 55/69 50163 50/63 50RZ 51 139/240 165 3 60 4P8 55/69 55/69 50/63 50/63 50RZ 51 127/220 180 3 60 4P8 55/69 55/69 50/63 50/63 50RZ 61 120/240 204 1 60 4P8 49/49 49/49 45145 45145 50RZ 71 277/480 83 3 60 4P8 55/69 55/69 50/63 50/63 50RZ 71 220/380 104 3 60 4P8 55/69 55/69 50163 50/63 50RZ 81 120/208 191 3 60 4P8 55/69 55169 50/63 50/63 50RZ 91 347/600 60 3 60 4P8 50/63 50/63 45/56 45/56 50RFZ 01 110/220 148 3 50 4P8 45/56 45/56 41/51 41/51 50RFZ 51 110/190 160 3 50 4P8 42/53 42/53 38/48 38/48 50RFZ 61 110/220 191 1 50 4P10 42/42 42/42 38/38 38/38 50RFZ 71 220/380 80 3 50 4P8 42/53 42/53 38/48 38/48 50RFZ 71 230/400 76 3 50 4P10 42/53 42/53 38148 38/48 I, 50RFZ 71 240/416 73 3 50 4P10 42/53 42153 38/48 38148 50RFZ 81 120/208 1 146 3 50 4P10 42/53 1 42/53 38/48 38/48 RATINGS:Standby ratings are continuous fortheduration ofany power outage.No overload capacity is specified at this rating.Prime ratings are continuous per 8S 5514.DIN 6271,ISO3046 andlEC34-1 with 10%overload capacity one hour in twelve hours.All single-phase units are rated at 1.0 powerfactoc AN 3-phase units are rated at 0.6 powerfactor,Comaotthe factoryforretings of ckywatercooled and remote radiator models. Larger generators may be used to meet special application requirements. Availability Is subject to change without notice. Kohler Co.reserves the to change the design or specifications without notice and without any obligation or liability whatsoever.Contact your local Kohler Co.generator distributor for availability.DERATION:Maximum altitude before generator dendIM ft. (m):500(152).Altitude deration factor,%per 1000 It.(305 m):4.0. Maximum intake air temperature before generator deretion,°F(°C):85(29).Temperature deration factor,%per 10°F(5.5°C):1.0. 1 Alternator Specifications Fast-Response' • Compliance with NEMA, IEEE, and ANSI standards Specifications Generator for temperature rise. Manufacturer ......................... Kohler Type 4-Pole,Rotating Field • Sustained short-circuit current up to 300%of rated T e ....•''.''....•''...''''' current for up to 10 seconds. Exciter type .......................... Brushless, Permanent Magnet • Sustained short-circuit capability enabling Number of leads ...................... 12,Reconnectable downstream circuit breakers to trip without collapsing Voltage regulator ...................... Solid State,Volts/Hz the generator field. Insulation:NEMA MG1-1.66, * Self-ventilation and drip-proof construction. Material.......................... Class H • Vacuum-impregnated windings with fungus-resistant Temperature rise ....... .. ..... 1 las C,Standby epoxy varnish for dependability and long life. Bearing,number, type.................. 1,Sealed Coupling ............................. FleAble Disc • Superior voltage waveform from a two-thirds pitch Amortisseur windings .................. Full Stator and skewed rotor. Voltage regulation,no load to full load .... t2°io • A solid-state,volts-per-hertz voltage regulator with One-step load acceptance per NFPA 110 . 1009/6 of Rating ±2%no-load to full-load regulation. Peak motor starting kVA: (35%dip for 480 V,60 Hz • A Fast-Response' brushless alternator with and 380 V,50 Hz) brushless exciter for excellent load response. 4P8 .......... 210(601-1z),145(50Hz) 4P10 ......... 255(601-1z),180(50Hz) Application Data Engine Engine Electrical Engine Specifications 60 Hz 50 Hz Engine Electrical System 60 Hz 50 Hz Manufacturer Ford Ignition system Electronic,Breakerless Engine,model,type LSG-875,4-Cycle, Battery charging alternator. Natural Aspiration Ground(negative/positive) ....... Negative Cylinder arrangement V-8 Volts(DC) ..................... 12 Displacement,cu.in.(L) 460(7.538) Ampere rating .................. 37 Bore and stroke,in.(mm) 4.36(111.0)x 3.85(98.0) Starter motor rated voltage(DC) 12 Compression ratio 8.0:1 Recommended battery cold cranking Piston speed,ft/min.(m/sec.) 1155(5.86) 1 962(4.88) amps(CCA)rating for 0°F 630 Main bearings:number,type 5,Replaceable Insert Quantity of batteries 1 Rated rpm 1800 1500 Battery voltage(DC) 12 �- Max.power at rated rpm,hp(kW) 126(94) 104(76) [Rolling current at 32°F Cylinder head material Cast Iron Alloy Piston type and material Autothermic Aluminum Alloy Fuel Fuel Crankshaft material Nodular Cast Iron Fl System 60 Hz 50 Hz Valves material Forged Steel Fuel type LP Gas or Natural Gas Vapor Governor,type,make/model Electronic,Barber Colman Fuel supply line inlet 1 NPTF Frequency regulation,no load to full load Isochronous Natural gas/LPG fuel supply pressure Frequency regulation,steady state t0.50/9 ozfn.2(in.H2O) 4-6(7-11) Air cleaner type,all models Dry Lubrication Exhaust Lubricating System 60 Hz 50 Hz Exhaust System 60 Hz 50 Hz Type Full Pressure Exhaust flow at rated kW,cfm(m3/min.) 550(15.6) 1 430(12.2) Oil pan capacity,qts.(L) 8.0(7.6) Exhaust temperature at rated kW,dry Oil pan capacity with filter,qts.(L) 9.0(8.5) exhaust, °F(°C) 1100(593) Maximum allowable back pressure, Oil filter,quantity,type 1,Cartridge + in.Hg(kPa) 2.0(6.8) Exhaust outlet size at hookup,in.(mm) 3 O.D. 64-29 (50RZ1 SWa Application Data Cooling (Standard Radiator) Fuel Consumption 60 Hz 50 Hz Cooling System 60 Hz 50 Hz Natural Gas,cfh(m3/hr.)at%load . . Ambient temperature°F(°C) 115(46) 100% 920(26.5) 720(20.4) Engine jacket water capacity,gal.(L) 4.0(15.1) 75% 750(21.2) 580(16.4) Radiator system capacity,including engine,gal.(L) 6.9(26.1) 500/0 580(16.4) 450(12.7) Engine jacket water flow,gpm(Lpm) 53(201) 44(167) 25% 410 (11.6) 340 (9.6) Heat rejected to cooling water at rated kW,dry exhaust Btu/min. 2930 2440 LP Gas,cfh(m3/hr.)at%load Water pump type Centrifugal 100% 400 (11.3) 320 (9.1) Fan diameter,including blades,in.(mm) 23.6(599) 75% 330 (9.3) 270 (7.6) Fan hp(kW) 4.5(3.4) 1 2.6(1.9) 500/6 270 (7.6) 210 (5.9) Max.restriction of cooling air,intake and discharge side of rad.,in.H20(in.H ) 0.5(0.037) 25% 200 (5.7) 140 (4.0) Cooling (Optional Systems) Controllers High Ambient Radiator System 60 Hz 50 Hz Ambient temperature°F(°C) 122(50) Standard Controller and Features Engine jacket water capacity,gal.(L) 4.0(15.1) �® Radiator system capacity,including engine,gal.(L) 7.5(28.4) _ Engine jacket water flow,gpm(Lpm) 53(201) 44(166.5) coo Heat rejected to cooling water at rated • Type: 16-light microprocessor NFPA 110,level 1 kW,dry exhaust Btu/min. 2930 2440 yp g ( ) Water pump type Centrifugal • Power source,with circuit protection: 12-volt DC • Panel lamps(2) Fan diameter,including blades,in.(mm) 23.6(599) • Analog Meters: Fan hp(kW) 4.5(3.4) 1 2.6(l.9) o AC meters,3.5 in.(89 mm)2%full-scale accuracy on voltmeter Max.restriction of cooling air,intake and and ammeter,0.5%full-scale accuracy on frequency meter discharge side of rad.,in.H2O(in.H ) 0.5(0.037) o DC meters,2 in.(51 mm),20%full-scale accuracy(volts,engine Remote Radiator System 60 Hz 1 50 Hz water temperature,oil pressure) Exhaust manifold type Dry o Running time meter• Switches and Controls: Connection sizes: o Alarm hom and silencing switch Water inlet,in.(mm) ............. 2.00(51)ID Hose o Cyclic cranking Water outlet,in.(mm)............ 1.50(38)ID Hose o Engine cooldown timer,5-minute Remote radiator: o Front-mounted voltage-adjusting rheostat t50/6 <:. Make .......................... Modine o Lamp test switch o Local emergency stop button switch(optional) Model M5VR2 o Meter phase selector switch,7 position Mounting ...................... Vertical o Overvoltage protection shutdown Discharge...................... Horizontal o Prime power mode Fan motor:phase,hp(kW) ....... 3,2(l.5) o Run/off-reset/auto switch(engine start),local/remote two-wire Radiator capacity,gal.(L) ........ 8.0(30.3) • Fault and Condition Lamps: Static head allowable o Air damper(red)(200-1600 kW diesel only) above engine,ft.(m) ............ 17.0(4.32) o Auxiliary fault(red) Tank top(inlet),i . ........,..... 2.5 NPT o Auxiliary prealarm(yellow) n o Battery charger fault(red) Bottom tank(outlet),in. .......... 2.5 NPT o Emergency stop(red)' Dry weight,Ib.(kg) ...----* 450(204) o Generator switch not in auto(red) City Water Cooling System 60 Hz 50 Hz o High engine temperature safety shutdown(red) Exhaust manifold type Dry or Water Cooled o Low battery voltage(red)' System capacity,gal.(L) 6.6(25.0) o Low coolant level shutdown(auxiliary) o Low fuel(red) City water consumption,'gpm(Lpm)at o Low oil pressure safety shutdown(red) 50°F(10°C) 7.4(28.0) o Low water temperature(red)' Connection sizes:' o Overcrank safety shutdown(red) Water inlet,in. 0.75 NPT o Overspeed safety shutdown(red) Water outlet,in.(mm)............ 0.5(12.7)NPT o Prealarm high engine temperature(yellow)" Data based on Thermal Transfer Products B-702-B4-0 heat o SystePrealm m low oil pressure(yellow) exchanger with thermostatically controlled water-saver valve,electric o System ready(green) solenoid valve,and surge tank. Requires optional kit or user-provided device for lamp to function. Operation Requirements Optional Controllers • Manual controller Air Requirements 60 Hz 50 Hz • Oversized meterbox.controller Radiator-cooled cooling air, • 741ght controller(NFPA 110,level 2) cfm(m3/min.) 8400(238) 6800(193) (For optional controller features,see controller spec sheet.) Cooling air required for gen.set when equipped with CWC or remote radiator, based on 25°F(14°C)rise and ambient temp.of 85T(29°C),cfm(m3/min.) 4800(135.9) 3900(110.4) Combustion air,cfrn(m3/min.) 175(5.0) 140(4.0) Heat rejected to ambient air Engine Btu/min.................. 1680 1340 Generator Btu/min. .............. 430 370 Ga29(50azl erase ICOHLER® KOHLER CO.,Kohler,Wisconsin 53044 U.S.A. Phone 414-565-3381 Fax 414-459-1646(U.S.A.Sales),Fax 414-459-1614(Intemational) POWER SYSTEMS For the nearest sales and service outlet in U.S.A.and Canada .p. Phone 1-800-544-2444 3 Accessories Enclosed Unit Controller(Standard Controller) ❑ Exhaust Silencer,Critical or Industrial ❑ Common Failure Relay Kit ❑ Silencer Mounting Kit for Housing ❑ Customer Connection Kit ❑ Tail Pipe and Rain Cap Kit ❑ Decision Monitor'. Remote Annunciator Panel ❑ Weather Housing ❑ Ory Contact Kit(Isolated Alarm) Open Unit ❑ Extension Wiring Harness for Remote Mounting of Controller ❑ Exhaust Silencer,Critical or Industrial ❑ FASTCHECK®Diagnostic Fault Detector ❑ Flexible Exhaust Connector,Stainless Steel ❑ Prealarm Sender Kit(NFPA 110) ❑ Remote AudioN►sual Alarm Panel Cooling System ❑ Remote Emergency Stop Kit ❑ Block Heater ❑ Run Relay Kit ❑ City Water Cooling ❑ Tachometer KiVOversize Meterbox ❑ High Ambient Radiator ❑ Wattmeter Kit/Oversize Meterbox ❑ Radiator Duct Flange C] Remote Radiator Cooling Miscellaneous Accessories Fuel System ❑ ❑ Automatic Changeover(Natural Gas to LP Gas) ❑ ElCIFlexible Fuel Lines(LP Gas) El ❑ Gas Strainer ❑ ❑ LP Gas Liquid Withdrawal ❑ ❑ Manual Valve and Gas Solenoid Bypass ❑ ❑ Secondary Gas Solenoid Valve Electrical System ❑ r ❑ Battery ❑ ❑ Battery Charger,Equalize/Float Type ❑ Battery Charger,Trickle Type ❑ Battery Heater ❑ Battery Rack and Cables WEIGHTS AND DIMENSIONS Engine and Generator ❑ Bus Bar Kits Overall Size,L x W x H,in.(mm): 88.25 x 34.00 x 44.25 (2242 x 864 x 1124) r- . ❑ CSA Certification Weight(Radiator Model),wet Ib.(kg): 1875(851) ❑ Generator Strip Heater ❑ Line Circuit Breaker ❑ Line Circuit Breaker with Shunt Trip ❑ NFPA 110 Literature H ❑ Oil Drain Extension with Valve Kit ❑ Optional Generators ❑ Rated Power Factor Testing 0 ❑ Rodent Guards W L __ ! ❑ Safeguard Breaker ❑ Skid End Caps NOTE:This drawing is provided for reference only and should not be used for planning ❑ Voltage Regulation,1% installation. contact your local distributor for more detailed information. C] Voltage Regulator Sensing,Three-Phase DISTRIBUTED BY' 9 Maintenance ❑ General Maintenance Literature Kit ❑ Maintenance Kit(includes standard air,oil,and fuel fitters) ❑ Overhaul Literature Kit p Printed in U.S.A.®Kohler Co.,1993,1994,1996,1996.All rights reserved. P..d.90 PMRT RM." GENERATOR ACCESSORIES KOHLEI(POWER SYSTEMS Exhaust Silencers 09001 14 Wo,s • Kohler offers silencers rated for industrial, raff�m .MWIM residential,and critical applications and stainless steel flexible exhaust connectors. Recommended silencers withstand exhaust flow pressure and temperature without creating excessive engine backpressure. • Industrial silencers reduce total engine exhaust noise by an estimated level of 12-18 dB(A). Industrial silencers are recommended where minimum silencing is required and ambient noise is medium to high. • Residential silencers reduce total engine exhaust noise by an estimated level of 18-25 dB(A). Residential silencers are recommended where moderate silencing is required. • Critical silencers reduce total engine exhaust noise by an estimated level of 25-35 dB(A). Critical silencers are recommended where ambient noise is low and a high degree of silencing is necessary. Available Flexible Engine Flexible Exhaust Industrial l' Industrial Residential Residential Critical Critical Nominal Supplier Exhaust Outlet Silencer Silencer Silencer Silencer Silencer Silencer kW and Model Connector Size/Type End Inlet i Side Inlet End inlet Side Inlet End Inlet Side Inlet 6 Yanmar 3TN75 254972 1 1/2 in. 225159 NPT 10 Yanmar3TN84 254972 11/2 in. 225168 NPT 15 Yanmar 4TN84 254972 1 1/2 in. 225157 NPT 20 John Deere 4039D 276946 3 in.NPT 273669 273718 290496 253236 20 Detroit Diesel 3.1524 324089 2 in.NPT 28015' 276256 290494 276257 30 John Deere 4039D 276946 3In.NPT 27360 273718 280496 253236 30 Detroit Diesel 4.236 324197 3 in.NPT 273669 273718 290496 253236 40 John Deere 4039D 276946 3 in.NPT 273660 273718 290496 253236 40 Detroit Diesel 4236 324197 3 in.NPT 273660 273718 290496 253236 50 John Deere 4039T 276947 3 in.NPT 273609 273718 290486 253M 50 Detroit Diesel T4.236 324197 3 in.NPT 273669 273718 290496 253236 60 John Deere 4030T 276947 3in.NPT 273669 273718 290496 253236 60 Detroit Diesel T4236 324197 3 in.NPT 273669 273718 290496 253236 80 John Deere 6059T 276951 4 in.NPT 273670 273719 290490 273720 80 Detroit Diesel 1006TG 324297 4 in.NPT 273670 273719 2904901 273720 100 John Deere 6059T 276951 4 in.NPT 273670 273719 290490 273720 100 Detroit Diesel 1006T 324297 4 in.NPT 273670 273719 290490 273720 125 John Deere 6076T 276951 4 in.NPT 273670 273719 290480 273720 125 Detroit Diesel 8.7LT 324611 4 in.NPT 273670 273719 290490 273720 150 John Deere 6076A 276951 4 in.NPT MMI 273843 280493 273844 150 Detroit Diesel 324611 4 in.NPT 290488 273843 290483 273844 40.7.6LTA 180 John Deere 6076A 276951 4 In.NPT 290488 273843 290493 273844. 180 Detroit Diesel 324612 6 in.NPT 290488 273843 290483 273844 40.8.7LTA 200 Detroit Diesel 6-71T 272658 6 in.NPT 290488 273843 291533 274284 230 Detroit Diesel OV-92T 272658 6 in.NPT 290488 273843., 280483 274284 291533 250 Detroit Diesel 6V 92TA 272658 6 in.NPT 290468 274293 291533 275/300 Detroit Diesel 6V 92TA 2726581 6 In.NPT 291532 274293 291533 274284 350 Detroit Diesel 8V 92TA 272658 6 in.NPT 291532 274293 291533 274284 400 Detroit Diesel 274289 8 In.(203mm) 291532 274293 291533 274294 8V-92TTA wye flange bolt flange 274627 279533 (2)272658 6 in.NPT dual Inlet duel Inlet 450Detroit Diesel (2)272658 6 In.NPT (2)291532 (2)274293 (2)291533 (2)274294 12V 71TA 299929 299961 dual Wet dual inlet 500 Detroit Diesel (2)272658 6 in.NPT (2)291532 (2)274293 (2)291533 (2)274294 12V 92TA 274628 274629 dual irdet dual inlet 600 Detroit Diesel (2)272658 6 in.NPT (2)291532 (2) 7 933 (2)291533 (2 274629 4294 12V 92TA dual Inlet dual inlet 750/800 Detroit Diesel (2)272658 6 in.NPT (2)291532 (2)274295 (2)293701 (2)274296 16V 92TA 274630 274631 dual inlet dual inlet 900 Detroit Diesel (2)272977 10 In. (2)293700 (2)274295 (2)293701 (2)274298 24V-71TA (bolt m) 274635 274636 dual inlet dual kdet 1000 Detroit Diesel (2)272977 10 in. (2)293700 (2)274295 (2)293701 (2)274298 24V-71TA (254 MM) 274635 274 636 bolt flange dual inlet dual inlet 1200 Detroit Diesel (2)272977 10 in. (2)293700 (2)274285 (2)293701 (274298 12V-149nB (254 mm) 274635 274636 bolt flange dual inlet dual inlet 1500 Detroit Diesel (2)272977 10 in. (2)274291 (2)274297 (2)274292 (2�� 16V 149T1B (b0�ltfle ge dual poet dual inlet 16W 1 et 148 8 I (2)272977 10 In. (2)274291 (2W42117 (2)274282 (2 X44 bolt fldual Inlet dual inlet NOTE: When two silencers are required,quantity is listed in parentheses in silencer column. Dual inlet silencers require two flexible exhaust connectors. Use wye flange flexible exhaust connector with single inlet silencer on 400 kW models. Figure 2. Recommended Silencers—Diesel Generator Sets . G8.6 1/95a Backpressure Consult the generator set spec sheet to determine the Figure 1 lists the recommended silencers for gastgasoiine- maximum allowable exhaust backpressure. Use the powered generator sets. Figure 2 lists the recommended following tables to select the desired silencer. Add the silencers for diesel-powered generator sets. Figure 3 backpressure produced by the silencer and exhaust piping provides technical data for each silencer. together to determine total exhaust system backpressure. Refer to the Kohler Engineer's Guidebook to Power Systems, Kohler part number TP-5400, for instructions on calculating exhaust piping backpressure. Do not exceed the maximum allowable backpressure. Available Flexible Engine Flexible Exhaust Industrial Industrial Residential Residential Critical Critical Nominal Supplier Exhaust outlet Silencer Silencer Silencer Silencer Silencer Silencer M and Model Connector Size/Type End Inlet Side Inlet End Inlet Side Inlet End Inlet Side Inlet 5 Kohler 301 X493.1 1 in.NPT 150201 285732 289714 6.5 Kohler K582 X-797-36 1.9 in.ID � slotted tube std. 10 Ford VSG-411 254972 1 1/2 in.NPT 150213 12 Ford VSG-413 254972 1 1/2 in.NPT 150213 15 Wisconsin VG41) X-493.3 11/2 in.NPT 150201 285720 289715 18 Ford LSG-423/1-RG-423 254872 1 1/2 in.NPT 150213 20 I Ford LSG-423/LRG-423 2762421 2 in.NPT 280157 276256 290494 276257 30 Ford LSG-4237 1 2762421 3 in.NPT 280157 276256 290494 276257 30/35/45 Ford CSG-649 1 2762441 3 in.NPT 273668 273718 290486 253236 50/60/70 Ford LSG-875 276249 31n.NPT 273669 273718 290496 253236 80 Ford LSG-875 2762511 4 in.NPT 273670 273719 1 1 290490 273720 100 Ford LSG-875 276251 4 in.NPT 273670 273719 280490 273720 NOTE: Critical silencer is standard on 6.5 M model. Figure 1. Recommended Silencers—Gas/Gasoline Generator Sets a" lima KOHLER, KOHLER CO.,Kohler,Wisconsin 53044 U.S.A. Phone 414-565-3381 POWER SYSTEMS Fax he nearest sales (U.S.A.Sales),Fax 414-45.A.an (International) For the nearest sales and service outlet in U.S.A.and Canada Phone 14800-544-2444 Silencer Type Acritical Overall Part Kit B=Residential Length Diameter Inlet Size Outlet Size Number Number C--Industrial in.(mm) In.(mm) and Type(ft.) and Type 150201 150201 C 16.5 (419) 4.6 (117) 1.50 NPS 1 .50 NPS 150213 PA-254964 C 28.0 (711) 5.8 (14 1.25 NPT 1.25 NPT 225157 PA-225258 A 18.7 (475) 6.6 (168) 2.0 OD Bolt Flange 1.5 NPT 225158 PA-225257 A 17.1 (434) 5.6 (142) 2.0 OD Bolt Flange 1.5 NPT 225159 PA-225256 A 14.1 (358) 5.0 (127) 1.75 OD Bolt Flange 1.5 NPT 227536 Standard A 17.9 (455) 5.0 (127) 1.5 OD Slotted Tube 1.5 OD Slotted Tube 253236 PA-253305 A 29.5 (749) 8.5 (216) 3.0 NPT 3.0 NPT 273669 PA-324472 C 36.6 930) 8.5 (216) 3.0 NPT 3.0 MPT 273670 PA-324293 C 38.0 (965) 10.1 (256) 3.0 NPT 3.0 NPT 273718 PA-324469 C 33.6 (853) 8.5 (216) 3.0 NPT 3.0 NPT 213719 PA-324471 C 34.8 (884) 9.0 (229) 4.0 NPT 4.0 NPT 273720 PA-324470 A 60.9 (1547) 12.1 (307) 4.0 NPT 4.0 NPT 273843 PA-336174 B 61A (1560) 14.1 (358) 6.0 NPT 6.0 NPT 273844 PA-336176 A 76.8 (1951) 16.1 (409) 6.0 NPT 6.0 NPT 274291 PA-328355 B 87.0 (2210) 26.1 (663) 12.0 NPT 12.0 NPT 274292 PA-328356 A 112.0 (2845) 30.1 (765) 12.0 NPT 12.0 NPT 274293 PA-328357 B 60.0 (1524) 22.1 (561) 8.0 NPT 8.0 NPT 274294 PA-328358 A 82.0 (2083) 22.1 (561) 8.0 NPT 8.0 NPT 274295 PA-328359 B 88.0 (2235) 22.1 (561) 10.0 NPT 10.0 NPT 274296 PA-328360 A 83.0 (2108) 26.1 (663) 10.0 NPT 10.0 NPT 274297 PA-328361 B 83.0 (2108) 26.1 (663) 12.0 NPT 12.0 NPT 274298 PA-328362 A 1 108.0 (2743) 30.1 65) 12.0 NPT 12.0 NPT 274627 PA-328367 B 60.3 (1532) 22.1 561) (2)6.0 NPS Bolt Flange 8.0 NPS Bolt Flange 274628 PA-328368 B 88A 2245 22.1 (561) (2)6.0 NPS Bolt Flange 90.0 NPS Bolt Flange 274629 PA-328369 A 83.4 (2118) 26.1 (663) (2)6.0 NPS Bolt Flange 10.0 NPS Boit Flange 274630 PA-328370 B 83.4 (2118 26.1 (663) (2)8.0 NPS Bolt Flange 12.0 NPS Bolt Flange 274631 PA-328371 A 108.5 (2756) 30.1 (765) (2)8.0NPS Bolt Flange 12.0 NPS Bolt Flange 274635 PA-328372 B 85.0 (2159) 30.1 (765) (2)10.9 Bolt Flange(Weld) 14.0 Bolt Flan (Weld) 274636 PA-328373 A J 135.6 (3444) 42.3 (1074) (2)12.9 Bolt Flange(Weld) 16.0 Bolt Flange(Weld) 274637 PA-328374 B 111.6 (2835) 42.3 (1074) (2)12.9 Bold Fla (Weld) 16.0 Bolt (Weld) 274638 PA-328375 A 137.1 (3482)_, 48.3 (1227) (2)14.2 Bold Flange(Weld) 18.0 Bolt FI (Weld) 276256 PA-324065 C 24.6 (625) 7.6 (193) 2.0 NPT 2.0 NPT 276257 PA-324064 A 41.9 (1064) 9.0 (229) 2.0 NPT 2.0 NPT 279533 PA-328376 A 83A (2118) 26.1 (663) (2)6.0 NPS Bolt Flange 10.0 NPS Bolt Flange 280157 PA-324067 C 25.1 (638) 6.6 (168) 2.0 NPT 2.0 NPT 285720 285720 B 34.3 (871) 1 7.0 (178) 2.0 NPT 2.0 NPT 285732 285732 B 28.0 (711) 6.0 (152) 1.5 NPT 1.5 NPT 289714 289714 A 26.0 (660) 7.0 (178) 1.5 NPT 1.5 NPT 289715 289715 A 25.0 (635) 10.3 (262) 2.0 NPT 2.0 NPT 290488 PA-336175 B 68.5 1740) 14.1 (358) 6.0 NPS Bolt Flange 6.0 NPS Bolt Flange 290490 PA-324292 A 66.6 (1692) 12.1 (307)' 4.0 NPT 4.0 NPT 290493 PA-336173 A 84.0 (2134) 16.1 (409) 6.0 NPS Bolt Flange 6.0 NPS Bolt Flange 290494 PA-324066 A 44.0 (1118) 9.0 (229) 2.0 NPT 2.0 NPT 290496 1 PA-324468 A 55.6 (1412) 11.1 (282) 3.0 NPT 3.0 NPT 291532 PA-328363 B 67.3 (1709) 22.1 (561) 8.0 NPT 8.0 NPT 291533 PA-328364 A 89.3 (2268) 22.1 561 8.0 NPT 8.0 NPT 293700 PA-328365 B 92.0 1290) 22.1 561) 10.0 NPT 10.0 NPT 293701 PA-328366 A 87.0 (2210) 26.1 (663) 10.0 NPT 10.0 NPT 299929 PA-328377 B 88.3 (2249) 22.1 (561) 1 (2)6.0 NPS Bolt Flange 10.0 NPS Bolt Flange 299961 PA-328378 I A 83.4 2118 26.1 (663 (2 6.09 NPS Bolt Finn 10.0 NPS Bolt Flange NPS-American Standardstraightpipethread(ail NPSthreadsforinletand outlet in table above are female threads) NPT-American Standard taper pipe thread(all NPT threads for inlet and DISTRIBUTED BY: outlet in table above are male threads) Figure 3. Silencer Dimensions Availabilityis subjecttochangewithoutnotics.KohlerCo.reservesthe right to change the design or specifications without notice and without any obligation or liability whatsoever.Contact your local Kohler Co.generator distributor for availability. P*Md In USA ©Kotler Co.1992.1993,1994,1995.AN d"reserved. 666 1195a GENERATOR ACCESSORIES KOHLEIVOWER SYSTEMS Sound Shield Enclosures 99001 Applicable to the following:. � . 20-180ROZJ 9 Standard equipment includes enclosure- mounted super critical silencer. • Heavy-gauge prepainted aluminum resists corrosion. • Low-weight material and heavy-gauge design CON= facilitates use in mobile as well as stationary applications. • Each unit is prototype tested to ensure _ generator set performance and structural integrity. • Drip-proof design prevents water from entering enclosure. • Heavy-duty latches ensure tamper-proof security and safety. • Sound shield lifting eyes simplify installation. • Sound shield will mount to a subbase fuel tank-equipped generator seta Request the sound shield with subbase fuel tank option when ordering. Application Data Manufacturer Kohler Ratings and Performance Material Aluminum alloy Kohler designs sound shield enclosures which provide full Material Gauge 14 generator set ratings while generator set is operating in the No.of Doors 5 sound shield enclosure. For generator set ratings and Type of Doors Hinged/removable performance refer to the respective generator sets Latches Lockable/stainless steel specification sheet. Silencer Super critical Generator Set Temperature and See Generator Set Sound Shield Enclosure and Generator Set Altitude Derate Specification Sheet Testing Enclosure Radiator Rating with 1050F/401C Generator Set Radiator 950F/380C Kohler prototype tests the generator set with the sound Enclosure Radiator Rating with shield enclosure to ensure there is no generator set 122°F/50°C Generator Set Radiator 105°F/4(°C performance loss while operating in the sound shield enclosure. Sound Data Sound Data Measurement Positions ( 2 1 8 Generator _ End Measurement Positions R End \� I // and Distances for Data Microphone Positions: (1-8)as shown Microphone Distance: 23 feet Q meters) / (from center of enclosure) $ — — — ---- 7 Microphone Height: 3.28 feet(1 meter) / Data Measured in: dBA,Sound Pressure \ / (Re:20gPa) \ / NOTE: Measurements taken with generator sets operating at full load. 23 feet / (a m) U4 1 O Radius � I � 5 c", s+ss Acoustic Data (dBA) Microphone Positions Models 1 2 3 4 5 6 7 a 20ROZJ(60 Hz) 67 66 65 66 68 68 66 67 20ROZJ(50 Hz) 63 63 64 64 62 63 63 64 30ROZJ(60 Hz) 67 66 65 66 68 69 67 68 30ROZJ(50 Hz) 64 64 64 65 64 63 62 64 40ROZJ(60 Hz) 68 66 65 66 68 69 67 68 40ROZJ(50 Hz) 63 63 63 64 64 64 62 64 50ROZJ(60 Hz) 65 67 65 66 64 66 65 67 _ 50RFOZJ(50 Hz) 63 64 62 63 63 63 65 64 60ROZJ(60 Hz) 65 67 66 66 64 66 64 67 60RFOZJ(50 Hz) 63 64 63 63 63 64 64 64 80ROZJ(60 Hz) 66 66 66 66 66 67 64 66 80RF0ZJ(50 Hz)_ 62 62 63 63. 63 64 62 64 100ROZJ(60 Hz) 66 66 66 66 66 67 65 67 10ORFOZJ(50 Hz) 64 64 64 64 64 64 63 63 125ROZJ(60 Hz) 67 67 66 68 66 67 66. 68 125RFOZJ(50 Hz) 65 65 66 67 65 67 66 68 150ROZJ(60 Hz) 67 67 66 68 66 67 66 88 15ORFOZJ(50 Hz) 66 65 66 66 65 65 65 67 150ROZJ(60 Hz)O/S Altemator 72 72 71 72 72 74 70 73 15ORFOZJ(50 Hz)O/S Altemator 67 68 67 67 68 68 66 68 180ROZJ(60 Hz) 73 72 72 72 72 75 72 73 18ORFOZJ(50 Hz) 72 1 69 68 69 72 70 67 71 Overall Sound Pressure in Octave Bands(dBA) Band Center Frequency Models 63 125 250 500 1000 2000 4000 8000 20ROZJ(60 Hz) 67 69 65 68 68 67 61 57 20RF07,J(50 Hz) 59 67 59 66 65 64 58 51 30ROZJ(60 Hz) 68 70 65 69 68 68 61 58 30RFOZJ(50 Hz) 59 67 59 67 65 63 59 52 40ROZJ(60 Hz) 69 70 65 69 68 68 62 58 40RFOZJ(50 Hz) 60 67 60 66 65 64 58 53 50ROZJ(60 Hz) 57 61 66 70 69 66 61 57 50RFOZJ(50 Hz) 55 59 68 67 65 62 58 54 60ROZJ(60 Hz) 57 60 67 70 69 66 62 58 60RFOZJ(50 Hz) 58 61 66 67 65 62 60 55 80ROZJ(60 Hz) 55 65 67 68 70 66 61 60 80RFOZJ(50 Hz) 58 65 65 64 65 63 58 57 100ROZJ(60 Hz) 57 65 67 68 70 66 61 60 100RFOZJ(50 Hz) 59 66 66 65 65 63 59 59 125ROZJ(60 Hz) 63 64 67 69 70 68 62 58 125RFOZJ(50 Hz) 62 64 70 67 69 67 61 56 150ROZJ(60 Hz) 64 63 66 69 70 67 62 59 1508FOZJ(50 Hz) 62 64 69 67 69 66 61 57 150ROZJ(60 Hz)O/S Altemator 65 69 74 76 75 72 67 67 150RF0ZJ(.50 Hz)O/S Altemetor 62 65 70 73 72 69 1 65 1 65 180ROZJ(60 Hz) 66 70 75 77 75 72 67 67 18ORFOZJ(50 Hz) 63 66 72 75 72 69 65 66 GG-21 SM ICOHLER® KOHLER CO.,Kohler,Wisconsin 53044 U.S.A. Phone 414-565-3381 POWER SYSTEMS Fax 414-459-1646(U.S.A.Sales),Fax 414-45 (International) For the nearest sales and service outlet in U.S.A..A.and Canada Phone 1-800-544-2444 Weight and Dimension Data A —_, B AIR AND EXHAUST DISCHARGE r AIR INTAKE J H D -- FL I DOO (OPENING(TYPICA C II I Ew II I I 0 11 rl --- -- 1 WATER DRAIN LEFT SIDE VIEW GENERATOR END VIEW NOTE:This drawing is provided for reference only and is not to be used in planning installation. Contact your local distributor for more detaNef information. ADV-5837 Weights and Dimensions Length A Width B Height C Dimension D Dimension E Weight in.(mm) in.(mm) in.(mm) in.(mm) in.(mm) Ibs.(kg) 20-60ROZJ 112.00 42.00 69.50 25.75 31.50 530 (2845) (1067) (1765) (654) (800) (240) 801100ROZJ 136.00 42.00 69.40 25.75 31.50 710 (3454) (1067) (1763) (654) (800) (322) 1251150ROZJ 148.00 46.00 75.13 25.88 31.63 860 (3759) (1168) (1908) (657) (803) (390) 150ROZJ(IMS)/ 148.00 56.00 80.49 25.88 31.63 990 180ROZJ (3759) (1422) (2044) (657) (803) (449) IMS—Improved Motor Starting(Optional Alternator) Availability is subject to change without notice.Kohler Co.reserves the DISTRIBUTED BY. right to change the design or specifications without notice and without any obligation or liability whatsoever.Contact your local Kohler Co,generator distributor for availability. PAmed in U.6.A.a Kohler Co.1992,IM,1994,1995,19%.AN rights reserved. 019-21 5196 Donald L. Haes, Jr., A.D., CHP Radiation Safety Specialist Voice:(617)258-5640 Fax:(617)258-6831 Email: haes@mit.edu May 3, 2001 Permitting Boards North Andover, MA PURPOSE I have reviewed information pertinent to a proposed Verizon Wireless antenna installation on the roof top of the building located at 401 Andover Street in North Andover, MA. Based upon this information, I have prepared calculations of"worst case" theoretical radio frequency (RF) fields for the personal wireless services installation. The calculated values will be presented as a percent of current Maximum Permissible Exposures [%MPE] as adopted by the Federal Communications Commission [FCC] 1,2,and those established by the Massachusetts Department of Public Health[MDPH]3 (With 100%being the safe limit). I have also obtained measurements of the existing ambient RF fields. SUMMARY Measurements of existing peak ambient RF fields indicate 0.62 %of the maximum allowable(%MPE). These RF field measurements are accurate, and meet FCC and MDPH guidelines. RF field theoretical calculations indicate a maximum potential increase of less than one percent of the current State and Federal MPEs above ambient RF levels from the personal wireless services antennas for ground levels. In addition to the measured peak ambient RF fields of 0.62 % WE, there could be over 50 similar additional installations at this location, and still be within State and Federal limits for RF exposure. RF field levels inside the building will be considerably lower. Based on my extensive experience with personal wireless services facilities, and the theoretical RF fields I have calculated, it is my expert opinion that this facility will comply with all regulatory limits for RF exposure to members of the public. Federal Register,Federal Communications Commission Rules;Radiofrequency radiation; environmental effects evaluation guidelines Volume 1,No. 153,41006-41199,August 7, 1996. [47 CFR Part 1; Federal Communications Commission]. 2 Telecommunications Act of 1996,47 USC;Second Session of the 1041Congress of the United States of America,January 3, 1996. 3 105 CMR 122.000:Massachusetts Department of Public Health,Non-Ionizing Radiation Limits for: The General Public from Non-Occupational Exposure to Electromagnetic Fields, Employees from Occupational Exposure to Electromagnetic Fields,and Exposure from Microwave Ovens. 77 Massachusetts Avenue,Building 16-268 Cambridge,MA 02139 I RF EXPOSURE LIMITS AND GUIDELINES Currently there are many RF exposure guidelines throughout the world. The RF exposure limits adopted by the FCC are a combination of the standards published by the American National Standards Institute (ANSI)4 and the National Council on Radiation Protection and Measurement (NCRP) 5. In addition, the Massachusetts Department of Public Health [MDPH] has published standards. At frequencies licensed to personal wireless services providers by the FCC, the values of the aforementioned standards are analogous. The RF exposure limits are divided into two categories: "Controlled areas" (those areas restricted to access by RF workers only) and "Uncontrolled Areas" (those areas unrestricted for public access). Below listed in Table I are the FCC published RF exposure limits as they pertain to the operating frequency bands of the personal wireless services facility industry(the specific frequency band assigned by the FCC are included in the theoretical RF field calculation tables). Table I: Maximum Permissible Exposures for Personal Wireless Services Facilities Frequency Bands Maximum Permissible Exposures 300 - 1500 MHz f=1.5 in [[LW/cm2] 1500 - 100,000 MHz 1000 µW/cm2 Note: 1 mW= 1000 µW= 0.001 W * In equivalent plane-wave power density, where f is the frequency in MHz. a ANSI/IEEE C95.1-1991: American National Standard,Safety levels with respect to human exposure to radio frequency electromagnetic fields,from 3 KHz to 300 GHz. 5 National Council on Radiation Protection and Measurements(NCRP);Biological Effects and Exposure Criteria for Radiofrequency Electromagnetic Fields,NCRP Report 86, 1986. 77 Massachusetts Avenue,Building 16-268 Cambridge,MA 02139 Page-2- -+ Y RF FIELD MEASUREMENTS As described in more detail following, I measured existing RF field intensity surrounding the building located at 401 Andover Street in North Andover, MA. The observed meter readings were recorded, with the physical locations depicted.in Figure 1. The results of these measurements, tabulated in Table II, show that the maximum RF field level was less than 1.0% of the Maximum Permissible Exposure (MPE)for the public as allowed by the Commonwealth of MPDW and the FCC.2 MEASUREMENT PROTOCOL RF field measurements at the site and adjacent areas were obtained on May 3, 2001, using accepted scientific procedures.',' The measuring equipment included a Narda model 8718 Electromagnetic Radiation Meter with model B8742D Broadband Isotropic Probe. The probe of choice in a mixed-frequency environment is the broadband type that is, it responds to a wide range of frequencies. The Narda model B8742D probe provides a meter read-out in %MPE (percent FCC 1997 Maximum Permissible Exposure)for members of the general public. Measurements were obtained by scanning an area from the waist up to about a height of five feet from the ground. The maximum readings at each location were recorded as %MPE. The accuracy of the measurement system is a combination of the following s; instrument accuracy, ± 1.0%; calibration uncertainty, +0.5 dB (1.122), 0.5 dB (0.891); and probe isotropy error, +0.75 dB (1.189), - 0.75 dB (0.841). A conservative approach is to obtain the root-sum-square (RSS) of the three factors. If the meter reads high;;RSS = [ (0.01)2+(0.122)2+ (0.189)2 ]1'1, or 22.5 % higher than true value;the correction factor is 1/1+RSS =0.816. If the meter reads low: RSS = [(0.01)2+ (1-0.891)2+ (1-0.841)2 ]1, or 19.3 % lower than true value; the correction factor is 1/1-RSS = 1.24. For this RF exposure analysis, the readings were multiplied by 1.24 to be conservative. 6 ANS111EEE C95.3-1991: American National Standard,Recommended Practice for the Measurement of Potential Electromagnetic Fields-RF and Microwave. NCRP Report No. 119:National Council on Radiation Protection and Measurements, 1993;A Practical Guide to the Determination of Human Exposure to Radiofrequency Fields. e The NARDA Microwave Corporation,435 Moreland Road,Hauppauge,NY, 11788. 77 Massachusetts Avenue,Building 16-268 Cambridge,MA 02139 Page-3- RESULTS Table II Results of RF Field Measurements Location Observed Meter LR7FFieldNumber; ReadingDate Time Refer to Figure 1 (% MPE) t 1 05/03/01 18:41 0.188 0.233 2 05/03/01 18:42 0.099 0.123 3 05/03/01 18:43' 0.134 0.167 4 05/03/01 18:45 0.210 0.260 5 05/03/01 18:46 0.144 0.178 6 05/03/01 18:47 0.420 0.521 7 05/03/01 18:47 0.500 0.620 8 05/03/01 18:48 0.190 0.236 9 05/03/01 18:51 0.000 0.000 10 05/03/01 18:52 0.150 0.186 11 05/03/01 18:55 0.150 0.186 12 05/03/01 18:58 0.280 0.347 13 05/03/01 19:02 0.281 0.348 14 05/03/01 19:05 0.281 0.348 15 05/03/01 19:09 0.150 0.186 16 05/03/01 19:11 0.150 0.186 17 05/03/01 19:12 0.000 0.000 18 05/03/01 19:15 0.170 0.211 19 05/03/01 19:18 0.240 0.298 20 05/03/01 19:22 0.280 0.347 21 05/03/01 19:24 0.130 0.161 22 05/03/01 19:25 0.230 0.285 23 05/03/01 19:32 0.380 0.471 Notes: t Observed meter readings in percent FCC Maximum Permissible Exposure [MPE] for members of the general public. Exposure readings corrected for error by multiplying by 1.24. 77 Massachusetts Avenue,Building 16-268 Cambridge,MA 02139 Page-4- 071° 8'0. 0 1 T "W 0 1 1T "W 0 r1°?7'0.00" u �s � ? Ar 2 , r r a r v5tr a O s O c r 1 3 sFfi a k ` �s �.. rre r . r vl ` sss VSa. IL £ 'Ct �5 may, Z �� �� � r!• ) ) ! .. � .�'�'PI kg.,�rY l��� �y�ri 1+F�1,�`K'•���`,F+J+(.E� `':�{C�:C'1�,��f7u,F� € o �:� 1 ; �' c^' '� ��`yh � P air-aw•�v §";*u'���'? ,L�. , '� a*r;+, ',""�'F'1 4?3�t,-s a r r rw j � ✓ "G J. f'.r �b3�+ r x .r l``ri.�*'�yj+�' 6'�a'"�': �"'�b •. ,ay,x r� �? �x.•.s,,k,�;,,r�`yzS.:: §;, !.;t � ,-a r� •��,t`as< i^�'«w?`% f a}z "Nyr'� �:"� �al r'r +. . Z } , Z O r r � qr tc Q b N i aka rpt �44 1��4.� �' '4�y��S r ` �� P t'�� ,'� i ���V t:�.:• `?y 4 x{%.,,7�� �k°�t�7t�. §k� � dei; L✓y����a 4� �t�� �, �f� r"r, t•a�,Yai�z z:r l 1^ a ,�. ,ys ^c„� + - {"�`"``c �P. ^x z 5t `Yn �• Yew, '° 'a r Z v O f v O SL W 9 y�y Y lk�i 16°W '4 ,!• �„ ck �"s„�, 'Sf ut t AtSi' '�rsu£tr A + 0 1 8'0.6j. I I I 1 1 104, .0 0 1 0 1 7'0.00" Name: LAWRENCE Location: 042°40'26.6" N 071'07'33.7" W Date: 5/4/101 Caption: Figure 1: Locations of RF Field Measurements Scale: 1 inch equals 666 feet Copyright(C)1997,Maptech,Inc. THEORETICAL RF FIELD CALCULATIONS These calculations are based on "worst-case"estimates. That is, the estimates assume 100% use of all transmitters simultaneously per sector. The resultant values are conservative, and will over predict actual resultant field strengths'.' The estimations are based on the following information: 1. Effective Radiated Power [ERP]: ERP is the product of the input power to the antenna times the "gain" of the antenna(assuming no loss the along the cable run (the "worst case"): Note: The "gain [G] is a unitless factor usually expressed in decibels [dB]; where G= 10 (") For example; for G= 3 dB = i0 t3no> _2; for G= -3 dB = 10�-3iio> =0.5. 2. Antenna height (centerline, above ground level [AGL];refer to calculation tables). 3. Antenna vertical patterns (on file). To estimate the magnitude of the RF field, the power density [S] in the main beam from an isotropic RF source is calculated, making use of the power density formula:lo S = _ PG Where: P --► Power to antenna 4 TE R2 G --► Gain of antenna R—►Distance (range) from source {R2= [(Height)2+ (Horizontal distance)2]} PG=EIRP(Effective Isotropic Radiated Power)for broadcast antennas. For off-axis power density estimates, apply the vertical gain [GE] (in this case, a loss): S = EIRP X GE 4TCRz 9 Petersen RC and Testa rossa PA:Radio-Frequency Electromagnetic Fields Associated With Cellular- Radio q cy g Radio Cell-Site Antennas.Bioelectromagnetics, 13: 527-542; 1992. io OET Bulletin 65: Federal Communications Commission Office of Engineering and Technology, Evaluating Compliance with FCC Guidelines for Human Exposure to Radiofrequency Electromagnetic Fields; Edition 97-01,August 1999. 77 Massachusetts Avenue,Building 16-268 Cambridge,MA02139 Page-6 Ground reflections may add in phase with the direct wave, and essentially double the electric field intensity. Since power density is proportional to the square of the electric field, the power density may quadruple. Additionally, to reference a dipole, multiply by 1.64 [EIRP=ERP X 1.64]. Therefore, downrange power density estimates can becalculatedby using the formula: S = 4 X [ERP X 1.641 X GE 4ItR2 The theoretical power density calculations are listed in Table III for each three degree increment of depression angle (90° being straight down at the base of the building, and 0° being straight out from the antennas). The values have been calculated for a height of six feet above ground level. The theoretical power density calculations for the installation are depicted in Figure 2 as they are plotted against distance from the base of the building. To calculate the % MPE, use the formula: % MPE= S X 100 MPE Similarly,the theoretical percent Maximum Permissible Exposure calculations for the personal wireless services facility carrier are also fisted in Table III for each three degree increment of depression angle (90' being straight down at the base of the building, and 0° being straight out from the antennas). The values have been calculated for a height of six feet above' ground level. The theoretical percent Maximum Permissible Exposure calculations for the installation are depicted in Figure 3 as they are plotted against distance from the base of the building . NOTE: A logarithmic scale is used to plot the calculated theoretical %NWE in order to compare with the WE of 100%. 77 Massachusetts Avenue,Building 16-268 Cambridge,MA 02139 Page-7 Table III: Theoretical RF Field Calculations for Proposed Verizon Wireless Contribution 401 Andover Road, North Andover, MA ERP = 1506 Watts (typical maximum, per sector) @ 860 890 MHz Swedcom SC9012 (typical) Antenna, Height=48 feet [Centerline, AGL] UTE = 537 W/cm2 Depression Relative Power Density Percent Angle Gain Distance (µW/cm) WE -90 -34.60 0 0.16633 0.0290% -87 -34.95 2 0.15303 0.0267% -84 -45.25 4 0.01416 0.0025% -81 -37.93 7 0.07537 0.0132% -78 -39.42 9 0.05245 0.0092% -75 -40.18 11 0.04294 0.0075% -72 39.58 14 0.04779 0.0083% -69 -37.17 16 0.08022 0.0140% -66 -34.48 19 0.14270 0.0249% -63 -31.92 21 0.24475 0.0427% -60 -29.56 24 0.39813 0.0695% -57 -27.21 27 0.64143 0.1119% -54 -24.31 31 1.16381 0.2031% -51 -23.96 34 1.16406 0.2032% -48 -23.26 38 1.25059 0.2183% -45 -23.56 42 1.05667 0.1844% -42 -25.06 47 0.66987 0.1169% -39 -27.88 52 0.30954 0.0540% -36 -27.90 58 0.26879 0.0469% -33 -23.28 65 0.66863 0.1167% -30 -20.07 73 1.18007 0.2059% -27 -20.97 82 0.79079 0.1380% -24 -20.23 94 0.75265 0.1314% -21 -28.13 109 0.09476 0.0165% -18 -22.58 129 0.25289 0.0441% -15 -12.83 157 1.67479 - 0.2923% -12 -7.64 198 3.57048 0.6231% -9 -4.34 265 4.32149 0.7542% -6 -1.98 400 3.32229 0.5798% -3 -0.62 801 1.13912 0.19880/(o 0 -0.07 41062 0.00049 0.0001010 77 Massachusetts Avenue,Building 16-268 Cambridge,MA 02139 Page-8- Figure 2: Theoretical Maximum Power Density Ground Level 20.0 16 FEET AGL 6 FEET AGL 15.0 - 10.0 a 0 a 5.0 - 0.0 0 1000 2000 3000 4000 5000 Distance [feet] Figure 3: Theoretical Maximum Percent Permisible Exposure Ground Level 100.000% •"�16 FEET AGL -6 FEET AGL �WE 10.000% w a 1.000% a 0.100% 0.010% 0 1000 2000 3000 4000 5000 Distance [feet] WITHIN THE BUILDING DIRECTLY UNDER THE ANTENNAE In addition to intensity losses at angles away from the main beam 10(-34.610)=0.0003 for 90° down), there are losses due to attenuation by building materials. A good approximation of these losses is-10 dB, or a factor of 1/10 {10 ("10"°) 0.1). Thus, a modified equation to use would be as follows: S =_-- 4 X [ERPX 1.641 X G(antennaeloss) X G(buikbng materials loss) 4 T R2, Or, mathematically, S = 4 X [1506 watts X 106 [&W/W) X 1.641 X 10(`34.6/10) X 10('10/10) 4 X it X [(10 ft)X (30.48 cm/ft)]2 S= 0.294 µWMm2 As previously: % MPE= S X 100 MPE % MPE= 0.294 L&W/cm2 X 100 537 pwkmrn % MPE= 0.051% 77 Massachusetts Avenue,Building 16-268 Cambridge,MA 02139 Page-1.1- CONCLUSION Measurements of existing peak ambient RF fields indicate 0.62 % of the maximum allowable (%MPE). These RF field measurements are accurate, and meet FCC and MDPH guidelines. RF field theoretical calculations indicate a maximum potential increase of less than one percent of the current State and Federal MPEs above ambient RF levels from the personal wireless services antennas for ground levels. In addition to the measured peak ambient RF fields of 0.62 % MPE, there could be over 50 similar additional installations at this location, and still be within State and Federal limits for RF exposure. RF field levels inside the building will be considerably lower. The number and duration of calls passing through personal wireless services facilities cannot be accurately predicted. Thus, in order to estimate the highest RF fields possible from operation of these installations, the in, amount of usage was considered. Even in this "worst-case," the resultant increase in RF field levels will be far below established levels considered safe. Based on my extensive experience with personal wireless services facilities, and the theoretical RF fields I have calculated, it is my expert opinion that this facility will comply with all regulatory limits for RF exposure to members of the public. i Feel free to contact me if you have any questions. Sirleewly, naldL Daes Ph. . Certified Health Physicist 77 Massachusetts Avenue,Building 16-268 Cambridge,MA 02139 Page-12- REFERENCES 105 CMR 122.000: Massachusetts Department of Public Health,Non-Ionizing Radiation Limits for: The General Public from Non-Occupational Exposure to Electromagnetic Fields, Employees from Occupational Exposure to Electromagnetic Fields, and Exposure from Microwave Ovens. ANSI/IEEE C95.1-1991: American National Standard, Safety levels with respect to human exposure to radio frequency electromagnetic fields,from 3 kHz to 300 GHz. Federal Register, Federal Communications Commission Rules;Radiofrequency radiation; environmental effects evaluation guidelines Volume 1, No. 153, 41006-41199, August 7, 1996. [47 CFR Part 1;Federal Communications Commission] National Council on Radiation Protection and Measurements (NCRP);Biological Effects and Exposure Criteria for Radiofrequency Electromagnetic Fields, NCRP Report 86, 1986. Petersen RC and Testagrossa PA:Radio-Frequency Electromagnetic Fields Associated With Cellular-Radio Cell-Site Antennas. Bioelectromagnetics, 13: 527-542; 1992. Telecommunications Act of 1996, 47 U.S.C.; Second Session of the 104 'Congress of the United States of America, January 3, 1996. I 77 Massachusetts Avenue,Building 16-268 Cambridge,MA 02139 Page-13- i CURRICULUM VITAE Donald L. Haes, Jr., Ph. D., CHP Board Certified by the American.Board of Health Physics. Academic Training • Doctor of Philosophy Degree in Radiation Protection,2000;Master of Science Degree in Radiological Sciences and Protection, 1988;Bachelor of Science Degree in Health Physics,Magna Cum Laude 1987: • Naval Nuclear Prototype Training Unit, Knolls Atomic Power Laboratory,Windsor, Connecticut, 1977. Qualification Nuclear Reactor Plant Mechanical Operator and Engineering Laboratory Technician(ELT). • Naval Nuclear Power School, 1976. Continuing Education • Hazardous RF Electromagnetic Radiation: Evaluation, Control, Effects, and Standards; George Washington University. • Certification Review for Health Physicists; Skrable Enterprises,Inc. • Non-ionizing Radiations:Health Physics and Radiation Protection•, Massachusetts Institute of Technology. [Lecturer] • Assessing Non-Ionizing Radiation Hazards 1990 Health Physics Society Summer School • EPRI Power System Magnetic Field Measurement Workshop; Conducted by G.E. Company at the High Voltage Transmission Research Center. • Laser Safety;Engineering Technology Institute. • Advanced Laser Safety;Engineering Technology Institute. 77 Massachusetts Avenue,Building 16-268 Cambridge,MA 02139 • r Employment Histo • Consulting Health Physicist; Ionizing and Nonionizing Radiation, 1988- present. • Radiation Safety Officer;Nonionizing Radiation Safety Officer; Campus Special Nuclear Material Accountability Officer- Massachusetts Institute of Technology, 1988- present. • Radiopharmaceutical Production Supervisor-DuPont/NEN, 1981 - 1988. • United States Navy;Nuclear Power Qualifications, 1975 1981. Professional Societies- • Health Physics Society [BPS]; Plenary Member, National Chapter;Member of the Board of Directors,New England Chapter. • Member American Academy of Health Physics [AAHP]. • Member Institute of Electrical and Electronics Engineers [IEEE]. • Member Laser Institute of America [LIA]. • Member IEEE Standards Coordinating Committee(SCC28) - Non-Ionizing Radiation Subcommittee SC-2: Terminology and Units of Measurement; SC-3: Safety Levels With Respect to Human Exposure, 0-3 kHz; SC-4 Safety Levels With Respect to Human Exposure, 3 kHz-300 GHz: Pertinent Publications • Haes,D.L.; Subjugating Technical Imperfections in the Composition of Wireless Cellular Telephone Radio-frequency[Rf]Environmental Assessments. Dissertation for Doctor of Philosophy Degree in Radiation Protection;2000. • Haes,D.L.,McCunney, R. (ed);Medical Center Occupational Health and Safety. Chp 14 Nonionizing Radiation Including Lasers, pp. 219-230. Lippincott Williams&Wilkins, Philadelphia, 1999. • Haes,D.L., Galanek, M, DiBerardinis, L. (ed);Handbook of Occupational Safety and Health. Chp 24 Radiation: Nonionizing and Ionizing Sources, pp. 987-1016. John Wiley &Sons,Inc., 1999. • Haes, D.L., Fitzgerald, M.F.; VDT VLF Measurements: The Need for Protocols in Assessing VDT User "Dose". Health Physics, 68(4),pp. 572-578, 1995. • Ducatman, A., Haes, D.L., Textbook of Clinical Occupational and Environmental Medicine. Chp 23 Nonionizing Radiation; pp. 646-657. W.B. Saunders Company, 1993. • Haes,D.L.;ELF Magnetic Field Measurements: Units of bedlam. Health Physics, 63(5), p. 591, 1992. • Haes,D.L.; VDT`Radiation' Protection Products -Protection or Pacification?. Health Physics Newsletter, Vol XIX, No 12, pp. '19-21. • Haes, D.L.; Are VDTs Safe?.Information Display, pp. 17-27, June 1991. 77 Massachusetts Avenue,Building 16-268 Cambridge,MA 02139 1 1 1 1 1 Environmental Noise Impact 1 Assessment 1 1 1 Telecommunications Site Development 1 North Andover, Massachusetts 1 June 22, 2001 1 Prepared For: 1 Verizon Wireless C/o Michael S. Giaimo, Esq. Robinson & Cole, LLP 1 One Boston Place Boston, MA 02108-4404 1 Prepared By: Modeling Specialties 30 Maple Road Modeling Westford, MA 01886 Specialties ° Modeling Specialties ' 00 Air Quality - Noise - Visual June 22, 2001 ' The Town of North Andover,Zoning Board of Appeals RE: Environmental Sound Assessment—Wireless Service Facility Members of the Board: ' Modeling Specialties, an environmental consulting firm located in Westford, Massachusetts, has conducted an assessment of environmental sound that could result from the installation of Wireless Service equipment on the roof of the commercial office building at 401 Andover Street in North Andover. Verizon Wireless, who commissioned the study, provided the necessary engineering and planning information to support the evaluation of project sounds. The ambient baseline sound levels were established by field measurements using the sound level metric specified by the DEP at the property line and nearby residences. The ' corresponding DEP daytime noise limit in the project area is 60 dBA to 62 dBA. The DEP nighttime noise limit in the project area is 55 dBA to 56 dBA. These are both higher than the North Andover criteria of 50 dBA, applicable at the base of the nearby structures.. Therefore, ' the more stringent North Andover standard provides the basis for the facility design. A detailed compliance evaluation based on the North Andover and DEP criteria is reported separately in response to the filing requirements in the North Andover Zoning Bylaw Section 8.9.5(d)(vi). This evaluation is conservative in nature, meaning that the actual sound levels are expected to be lower than predicted here. The study is based on having all equipment at the installation ' operating at the same time. In contrast to this assumption,the proposed equipment will usually make no sound. The environmental control units on the roof will occasionally cycle on to provide heat, ventilation, or cooling to the attic equipment rooms. The units will cycle tindependently of one another, but have been evaluated as though they would operate together. Two primary sources at the facility will have the potential to produce sound that can be heard beyond the site boundary. These sources are the gas-fired emergency standby generator and the ' environmental control units, which support the Verizon equipment. The typical equipment operating sound levels were quantified by using vendor estimates. The sound from the environmental control units was confirmed by field measurements at existing installations of ' typical equipment. This installation is expected to produce less sound than is typical, since much of the ventilation equipment will be located inside the attic space. Only the condenser coils and associated fans will be located on the roof, Therefore, this noise study based on a typical installation is considered conservative. Even under these conservative modeling assumptions,the installation will produce sound levels ' that meet the 50 dBA North Andover criterion at the base of the nearby structures and will produce sound levels that are well below the DEP criteria. Since sound levels decrease with increased distance,the levels will be lower at more distant locations. For your convenience,the ' results of the study are summarized in the following table. 30 Maple Road,Westford,MA 01886 Ph:(978)392-5817 Fax:(978)392-5818 email:dsheadel@modspec.com ' Predicted Equipment Levels Compared to Lowest Measured Ambient Levels httime (Nighttime) ' Receptor Location —Distance from Expected Baseline Ambient Increase Equipment Equipment Level Ambient with Equipment (dBA) (Ft) (Lep,dBA) (Lga,dBA) (Leq,dBA) ' Property Line NW 110 50 45 51 6 Property Line SW 140 48 45 50 5 Property Line, SE 145 47 45 49 4 ' Property Line NE 100 51 45 52 7 Residence, SE 200 44 46 48 2 ' Residence, NW 470 37 46 47 1 I certify that the analysis of sound levels is accurate and consistent with prediction methods that ' are common to the acoustic analysis of such sources. Based on the analysis, the equipment operating sound levels will meet the noise standards of the North Andover By-Law during both daytime and nighttime periods. I am qualified to make this statement based on training and experience in conducting analyses of environmental sounds. I am a Certified Consulting Meteorologist with approximately 20 years experience conducting ' environmental analyses in the technical areas of air quality, noise, and visual aesthetics. I am a technical expert on the noise committee of Air & Waste Management Association headquartered in Pittsburgh, Pennsylvania. I have published many refereed papers on various ' aspects of environmental noise. I have analyzed the noise emissions of major industrial projects such as power plants, wastewater treatment plants and manufacturing facilities. Related to these analyses, I have testified as a technical expert before the Energy Facility Siting ' Boards of Massachusetts and Rhode Island. I have also testified before many regional and municipal approval boards in Massachusetts, Rhode Island, New Hampshire, Maine, New York, Michigan, Illinois, and California. ' Thank you for your attention. ' Respectfully Modeling Specialties 1 Douglas L. Sheadel, CCM ' Principal 1 1 1 1 Environmental Noise Impact 1 Assessment 1 1 1 Telecommunications site Development 1 North Andover, Massachusetts 1 June 22, 2001 1 Prepared For: 1 Verizon Wireless C/o Michael S. Giaimo, Esq. 1 Robinson &Cole, LLP One Boston Place Boston, MA 02108-4404 1 1 Prepared By: Modeling Specialties 30 Maple Road Modeling 1 Westford, MA 01886 specialties i � 1 ENVIRONMENTAL NOISE EVALUATION Verizon Wireless is developing a telecommunications facility in North Andover, Massachusetts to support personal wireless communication in the area. The proposed facility will be integrated into an existing commercial office building located at 401 Andover Street. The installation will include transmission antennae, environmental control equipment and a generator ' that will be located on the roof. Supporting electronics will be located in the attic space of the existing structure. The electronic equipment will produce no sound. Some of the supporting equipment is environmentally sensitive. ' The attic rooms will be heated and cooled to meet equipment requirements. The environmental control equipment will typically produce no sound, but has ' the potential to affect offsite sound levels when it is actively providing ventilation to the equipment rooms. The facility will also include a small emergency generator, that will occasionally be tested. This report addresses ' the existing sound levels in the area, the sources of sound at the proposed site, and the potential of the installation to affect the community in terms of environmental noise. ' 1. Overview of Project and Site Vicinity ' The project site is located at 401 Andover Street in North Andover. The site is less than one mile from North Andover Center. The proposed site is on the roof of a two story commercial property that is currently used for commercial offices. The host property is bordered by other commercial properties to the west. Properties to the south of Andover Street and north of Peters Street ' are residential Figure 1 shows the site location and major area roadways on a backdrop of ' the 1987 USGS topographical map. As shown by Figure 1, the site is located approximately 1 mile from Interstate 495 and approximately 2% miles from the Lawrence Municipal Airport. The proposed site is located at an elevation ' of approximately 216 feet mean sea level (msl). The terrain in the area drops toward the north and northwest, exposing the site to significant sound from the freeway and airport during periods that are not dominated by local sources. Figure 2 shows an image of the existing building with proposed equipment locations annotated. I ' Verizon Wireless/North Andover 1 Noise Assessment r P-` Y E t ._+ (i # � h� r r f♦ .� i r. tZip -�, 2!°� ,. �♦ t ,Park I �` ,� i s v � e � ' to `� "�. .�. � � ��`W e b � `i �� N ''�� ✓ i r� } From USGS 1:25.000 Tapp Quad 1 # I i f L wATence^1987 SCALE in FEET . - • s QSoo 3000 Figure 1 USGS Topographic Map of the Project Area Showing Area Terrain and Major Roadways ' Verizon Wireless/North Andover 2 Noise Assessment n n x �W 777M Rooftop Rooftop Generator Condenser Other Equipment Inside Attic Spm u. �s. •a I yyI - Figure 2: Site Photo Showing the Orientation of the Site and Proposed Equipment Locations Verizon Wireless/North Andover 3 Noise Assessment 2 Discussion of General Noise Analysis Methods ' There are a number of ways in which sound (noise) levels are measured and quantified. All of them use the logarithmic decibel (dB) scale. Following is a t brief introduction to the noise measurement terminology used in this assessment. 2.1 Noise Metrics The Sound Level Meter used to measure noise is a standardized instrument.' ' It contains "weighting networks" to adjust the frequency response of the instrument to approximate that of the human ear under various circumstances. One of these is the A-weighting network. A-weighted sound ' levels emphasize the middle frequency sounds and de-emphasize lower and higher frequency sounds; they are reported in decibels designated as "dBA." Figure 3 illustrates typical sound levels produced by sources that are familiar ' from everyday experience. The sounds in our environment usually vary with time so they cannot simply ' be described with a single number. Two methods are used for describing variable sounds. These are exceedance levels and equivalent level. Both are derived from a large number of moment-to-moment A-weighted sound ' level measurements. Exceedance levels are designated Ln, where "n" can have any value from 0 to 100 percent. For example: ♦ L90 is the sound level in dBA exceeded 90 percent of the time during the measurement period. The L90 is close to the lowest sound level observed. It ' is essentially the same as the residual sound level, which is the sound level observed when there are no loud,transient noises. ' ♦ L50 is the median sound level: the sound level in dBA exceeded 50 percent of the time during the measurement period. ' ♦ L10 is the sound level in dBA exceeded only 10 percent of the time. It is close to the maximum level observed during the measurement period. The Lt0 is sometimes called the intrusive sound level because it is caused by occasional louder noises like those from passing motor vehicles. American National Standard Specification for Sound Level Meters, ANSI S 1.4-1983, published by the Standards Secretariat of the Acoustical Society of American, NY. ' Verizon Wireless/North Andover 4 Noise Assessment COMMON INDOOR SOUNDS dBA COMMON OUTDOOR SOUNDS ' 120 Jet Takeoff(300 ft.) Rock Band ' 110 Chain Saw Inside NV Subway Train ' Food Blender 90 Truck at lUU ft, ' Garbage Disposal $ Vacuum Cleaner 70 Cas Lawn Mower at 100 ft. TV/Radio Listening Auto at 50 fL (41)mph) -Normal Conversation Now 60 ' I leavily Travelled I lighway at 1000 ft. Dishwasher in Next Room.' 50 Moderate Rainfall on Foliage Bird Calls at 100 fit. Refrigerator 40 Small Broak at 25 ft. Library Rural,Community(no nearby sounds)` ' Bedroom at Night 30 20 10 Threshold of Hearing(laboratory) 0 Figure 3: ' Typical Sound Levels from Everyday Experience ' Verizon Wireless/North Andover 5 Noise Assessment B using excee n 1 da ce levels it is possible to separate prevailing, stead Y 9 pa P po 9 Y noises (LgQ) from occasional, louder noises (L,o) in the environment. The equivalent level is the level of a hypothetical steady sound that has the ' same energy as the actual fluctuating sound observed. The equivalent level is designated Le,, and is also A-weighted. The equivalent level is strongly influenced by occasional loud, intrusive noises. When a steady sound is observed, all of the L„ and Leq are equal. The criterion that is referenced in the North Andover reporting requirements is the ' Massachusetts Department of Environmental Protection noise regulation, 310 CMR 7.10. Since the DEP noise policy specifies the L90 metric, it is used in this study to represent the existing background sound level. All broadband ' levels represented in this study are weighted using the A-weighting scale. In the design of noise control treatments, it is essential to know something ' about the frequency spectrum of the sound of interest. Noise control treatments do not function like the human ear, so simple A-weighted levels ' are not useful for noise-control design or the identification of tones. The spectra of sounds are usually stated in terms of octave band sound pressure levels, in dB, with the octave frequency bands being those established by standard.2 The sounds at the proposed site have been evaluated with respect to the octave band sound pressure levels, as well as the A-weighted equivalent sound level. ' 2.2 Noise Regulations and Criteria ' Sound compliance is judged on two bases: the extent to which governmental regulations or guidelines are met, and the extent to which it is estimated that the community is protected from the excessive sound levels. The ' governmental regulations that may be applicable to sound produced by activities at the project site are summarized below. Federal • Occupational noise exposure standards: 29 CFR 1910.95. This regulation ' restricts the noise exposure of employees at the workplace as referred to in OSHA requirements. Workers will not routinely attend this facility. ' Furthermore, the facility will emit only occasional sounds of modest levels, as demonstrated by this study. 2 American National Standard Specification for Octave. Half-octave and Third-octave Band Filter Sets, ANSI 51.11-1966(R1975). Verizon Wireless/North Andover 6 Noise Assessment State ' 310 CMR §7.10 U qualitatively prohibits "unnecessary emissions from [a] source of sound that may cause noise". This is interpreted quantitatively by MDEP's Form BWP AQ SFP3 and their DAQC Policy 90-001. In Massachusetts, noise is regulated as an air pollutant. The MDEP's ' Noise Policy states that a new noise intrusion may not increase the broadband sound level by more than 10 dBA over the pre-existing Lw ambient level. Tonal sounds, defined as any octave band level that exceeds the levels in adjacent octave bands by 3 dB or more, are also prohibited. This policy addresses the sound levels both at the property lines and at the nearest residences. While the Department has the ' authority to invoke this regulation, it is usually applied to major projects, which require DEP Air Plans Approval. Since the DEP standard is cited in the local requirements, it is used as a basis for the analysis. Local • The Town of North Andover Zoning Bylaw, Section 8.9.4(e) addresses environmental standards for wireless service facilities, including sound ' generated by the facility equipment. Section 8.9.4(e)(v) provides that, "Roof-mounted equipment or side mounted equipment for wireless service facilities shall not generate noise in excess of 50 dBA at ground ' level at the base of the building closest to the antenna." The sound level measurement convention is used in this study, whereby "ground level" is taken to be 5 feet above the ground, representing the ears of a standing ' person. Noise filing requirements in Section 8.9.5(d)(vi) outline the noise study requirements, including compliance with the DEP standards. It is ' the purpose of this report to address these ding requirements. 3 Existing Community Sound Levels ' A site survey and noise measurement study was conducted for the proposed installation site. The sound levels were established by direct measurements. The results of the survey are presented in the Lgo metric as prescribed by the ' DEP standard. Field measurements were conducted at three locations, corresponding to the site and nearest noise sensitive community areas in ' representative directions from the installation site. The measurements were made at representative periods of the day during conditions that produce low ambient sound levels. Figure 4 shows the measurement locations on a ' backdrop of the 1995 USGS aerial photograph. Area land use was characterized by a walk-around survey and is annotated on Figure 4. ' Verizon Wireless/North Andover 7 Noise Assessment 1 1 t 1 1 r� 3 r T 9 � �s ' s n Figure 4 ' Aerial Photograph Showing Site and Area Land Uses Verizon Wireless/North Andover 8 Noise Assessment The results of the survey allow both quantitative and qualitative analyses of the acoustical environment surrounding the proposed facility. The ' characterization of ambient sound levels reflects the variations caused by volume of roadway traffic, aircraft activities, birds and neighborhood activities. t These types of sources are common in rural and suburban mixed land-use communities. ' 3.1 Measurement Methodology The L90 levels are'intended to represent the background sound levels in the ' area. Since sound impacts are greatest when existing noise levels are lowest, the study was designed to measure community sound levels under conditions typical of a "quiet period" for the area. The community levels were ' made during three separate periods, nighttime, early morning and daytime. All measurements were made under community conditions that included low wind, dry roads and no precipitation. The meteorological conditions during the measurements were noted from ' field observations and summarized below. A handheld electronic turbine wind meter was used to measure wind speeds. A mercury sling psychrometer was used for temperature and moisture measurements. April 20, 2001 nighttime survey: Clear skies, 370 F, calm air with 72% relative humidity. ' Aril 20 2001 mid-momin Clear skies 50° F, calm air with 40% April 9 survey:Y , relative humidity. ' April 20, 2001 daytime survey: Clear skies, 64° F, winds calm to 5 mph from the west with 30% relative humidity. ' Sound level data were collected using a Rion NA-27 sound level meter. The sound level meter meets the requirements ANSI S1.4 Type 1 Precision ' specification for sound level meters. The meter was mounted on a tripod approximately 5 feet above the ground. The microphone was fitted with the factory recommended 3 inch foam windscreen. The meter was programmed ' to take measurements for 20 minutes and store the statistical A-weighted data for processing. Once processed, the statistical levels were documented ' for use in this analysis. The meter is also equipped with a real time octave band filter set. The filter ' complies with the requirements of the ANSI S1-11 for octave band filter sets. The meter has been factory verified within one year of the study. It was calibrated in the field using a Larson Davis CAL200 calibrator before and ' Verizon Wireless/North Andover 9 Noise Assessment after each measurement session. The results of the field calibration indicated that the meter did not drift during the study. t 3.2 Measurement Locations ' Three measurement locations were selected to obtain representative levels at the proposed site and at the nearest residences. The receiving properties ' are close to the site, so there is little distinction between the levels measured at the three locations. The Sound Measurement Locations (SML) are shown in Figure 3 and are described below: ♦ SITE is near the eastern property line of the property at 401 Andover Street. This location represents the area of the site that borders the park/open space on the ' adjacent parcel. This is representative of the quietest area of the site. ♦ SE is along Rock Road to the southeast of the site. Residential properties abut ' Andover Street, so the measurement was made at the typical residential setback. This location is representative of the closest residences to the equipment. ♦ NW is on a grassy area of the church property to the northwest of the site. The measurement was taken near the residential property line at the typical residential setback along Peters Street. 3.3 Measurement Results ' Existing levels in the project area are dominated by sounds from roadway traffic, commercial activities and aircraft traffic. Other sounds contributed to ' the measured levels but were only occasionally heard. Occasional residential activities such as vehicle movements and dogs barking were observed at all locations. Bird sounds were rioted to be a contributing source of ambient t sound, but are largely eliminated from the 1-90 metric specified by DEP (which only measures sound that occurs 90% of the time). ' The results of the ambient sound level measurements are shown in Table 1. Each measurement was used to represent several hours of the day. Daytime hours were divided into three blocks of 5 hours each. The nighttime measured levels represented the nighttime period of 9 hours. A penalty of 10 dBA was added to the nighttime levels. The corresponding Leq levels were ' logarithmically summed to estimate the ambient Ldn level. Table 1 summarizes the results of the ambient sound level measurements. ' Verizon Wireless/North Andover 10 Noise Assessment 1 ' Table 1: Measured Sound Levels at the Measurement Locations Measurement Nighttime W Mid-Morning W Daytime Lso ' Location dBA dBA dBA Site 45 52 55 Southeast 46 52 54 Northwest 46 50 53 The measured levels range from 50 dBA to 55 dBA during the daytime. The levels were very similar from one location to another because of their tproximity. All daytime levels were dominated by sound from traffic on nearby roadways. The traffic volumes seemed to be similar between mid-morning and early afternoon conditions, but no traffic counts were conducted as part tof this study. There was a light breeze during the daytime, which may have affected the L90 (background) level during quiet moments, but did not ever ' dominate the sound level. Residential activities such as pedestrians, children playing and yard maintenance were also noted during the daytime. ' The nighttime levels ranged from 45 dBA to 46 dBA. The similarity in nighttime levels is probably due to the distance from the sources that dominate the nighttime levels. These sources were traffic on Route 114, traffic on distant 1-495 to the north and occasional distant sounds that may have originated at the airport. Since all three locations are essentially the same distance from these sources, it is not surprising to see that the tmeasured levels are so similar. 4 Expected Sounds from the Proposed Installation The proposed installation has been designed with significant attention to protecting the community sound environment. Most of the equipment ' planned for the installation will produce no sound. Sounds that will be produced by the other equipment will be adequately mitigated to prevent any significant effects at neighborhood locations. Planned mitigation measures include enclosing the equipment in the building attic space. Only air vents, condensers and an emergency generator will be located on the roof. The ' installation will be installed in a way that complies with the North Andover criteria of 50 dBA at the ground. In meeting this criteria, the installation will produce sound levels that are well below the quantitative noise standard ' imposed by the Massachusetts DEP Policy. Verizon Wireless/North Andover 91 Noise Assessment This analysis represents the most likely noise levels to be expected as a result of the normal operation of the equipment, using data from potential ' vendors. This analysis demonstrates that it is feasible to operate the proposed equipment on the selected site well below noise performance ' goals. The final equipment design may incorporate different noise mitigation treatments than described here, but will be engineered to meet the same noise performance standards. 4.1 Modeling Methodology ' A computer model was developed for the project sounds based on conservative sound propagation principles prescribed in the acoustics literature. For conservatism, no attenuation credit is taken for soft ground tabsorption, foliage or tree cover, and other excess attenuation factors. Input source values for the equipment operating noise levels and building design were obtained through the acoustics literature and field measurements at ' similar equipment. Each of the potential sources during routine operation of the facility was identified. The sound from each source is estimated at the ' source and at the nearest property lines. The source — receptor distances used in the modeling represent the actual 3 dimensional distances (accounts for the elevated location of the sources). The sum of the contributing sources is used to represent the predicted sound level at the modeled location. Figure 5 shows the noise sources planned for the rooftop. ' ♦ Environmental Control equipment. The attic will have rooms that will house equipment that is environmentally sensitive. These rooms will be ' equipped with environmental control units to maintain the necessary conditions inside the shelter. A typical outdoor shelter would use a 24,000 Btu/hr air conditioning unit with a 1000 Watt heater. The heater would be ' used during cold periods, but will produce no significant sound outside the enclosure. While the indoor space will require specialized equipment, it is assumed in this study to produce the same amount of sound as an outdoor unit. This is conservative, since the heaters, fans and compressors will be located inside the attic space. The only environmental control equipment slated for the rooftop is the condenser unit with enough fan power to blow air ' past the coils. The air conditioner will be used to maintain a temperature that remains below 90° F. The equipment will also be used to provide adequate ventilation for the enclosure and will operate when neither heating nor cooling is required. Verizon Wireless/North Andover 12 Noise Assessment i � iiia � ■� � � i� � � � lig � � iiia ■� � � � � 0 0 01 0 Parapet Wall Roof Slope Roof Slope Rooftop Condensers Proposed 0 Generator Q Top of Roof 35.5 feet ACYL Antena S O Two Story Office Building 401 Andover Street - Figure 5: Rooftop Plan Showing the Orientation of the Proposed Equipment Within the Parapet Wails Verizon Wireless/North Andover 13 Noise Assessment While the configuration of the rooftop equipment is under development, it will be similar in character to many other items of equipment that are already in ' the project area. However, the proposed equipment will be small compared to most of the existing equipment. Figure 6 shows an image of other equipment that already operates in the project area. The environmental control units, when operating, will produce approximately ' 59 dBA at a distance of 30 feet. This represents the vendor estimate of the largest equipment that is being considered for this installation. The sound from HVAC equipment is also directional in nature. The sound will be emitted ' only from the condenser coils and associated fans. Some benefit can be obtained from directing this sound in a non-sensitive direction, such as vertically. It is also assumed that the facility will have redundant equipment to ' assure adequate environmental control. Emergency Standby Generator. This unit will not be operated to provide ' routine power to the facility. There are only two occasions when the generator will be used. The first is the routine periodic testing of the unit. ' These tests could occur as often as once per week but only during the daytime hours. The equipment will incorporate substantial noise control features that are discussed below. Even during the test events, the sound ' levels will allow the combined facility to meet the daytime sound level criteria. A generic acoustical enclosure design for the Kohler equipment is shown in Figure 7. The other occasion when the generator will operate is during the loss of utility power. These rare events are most likely to occur during exceptional ' conditions like major storms. They are considered upset conditions that are not addressed in this report. The resulting equipment sounds will be the ' same as described below, but would have the potential of requiring nighttime operation or extended periods of generator operation. During those rare events, the generator will produce 50 dBA or less at base of the nearest ' structure. The generator set that has been specified for installation at the site is a Kohler 50RZ. It is rated at 50 kW of standby power. A natural gas fired engine that is rated at approximately 68 hp will power the unit. For comparison, the engine is smaller than those that power most pickups. ' Because it is a fixed installation, substantially more noise mitigation can be applied than would be practical on a vehicle. Unsilenced, the generator set ' would produce as much as 94 dBA at a distance of 3 feet from the equipment. ' Verizon Wireless/North Andover 14 Noise Assessment i � i� � � � i� i� � � � iiii� � i� i� i■� iiii� � � � Existing HVAC Equipment in Project Area f i Figure 6: Site Photo Showing Existing Rooftop Equipment in the Project Area Verizon Wireless/North Andover 15 Noise Assessment - Generator set without protective cover. -Typical Enclosure of the Generator (showing equipment inside). t f ` 5 t - Enclosed Generator, as proposed a �I' t sj 5 Etr n Figure 7: Typical Kohler Generator Equipment and Protective Package Verizon Wireless/North Andover 16 Noise Assessment The engine will be installed in an enclosure that will obstruct the propagation of sound. The engine sounds will be reduced by 15-20 dBA at the ventilation ' openings. The walls of the enclosure will provide substantially more sound reduction. A critical grade silencer that provides a 25-35 dBA reduction in ' resulting levels will abate the engine exhaust sound. The exhaust stack will be directed vertically to further reduce the sound emitted in horizontal directions. ' 4 Results of the Equipment Noise Modeling ' The project noise modeling was structured to evaluate quantitative standards of the DEP noise policy. The modeling study predicts project sound levels at the property lines and at 6 residential locations. Figure 8 shows the sensitive ' receptors used in this study. The modeling results demonstrate that the highest project sound levels are expected at the property lines and at the residential receptors identified as 2 and 5. When appropriate, the predicted ' level is added to the measured ambient levels to estimate the combined sound level with the equipment operating. Field measurements were limited to areas where there was available public access, but are representative of the nearest residential receptors 2 and 5: This allows a comparison of the existing ambient to the predicted combined sound level of ambient plus ' project sources. Table 2: Equipment Sound Levels at Modeled Receptor Locations ' Receptor Location —Distance from Expected P i� Equipment Equipment Level (Ft) (L.q,dSA) Base of Nearest Structure, NW 110 50 Base of Nearest Structure,SW 140 48 ' Property Line, SE 470 37 Property Line, NE 500 36 ' Residence 1, SE 330 39 Residence 2, E 200 44 Residence 3, NE 350 39 ' Residence 4, N 550 35 Residence 5, NW 470 37 Residence(church)6,W 500 36 ' Verizon Wireless/North Andover 17 Noise Assessment W , ,III •; � NE w 3 'x• All, • 0 250 500 ' Figure 8 Aerial Photograph Showing Site and Noise Modeling Locations Verizon Wireless/North Andover 18 Noise Assessment The DEP standard prohibits intrusions that cause the ambient baseline level ' to increase more than 10 dBA at the property line and nearby residences. Table 3 summarizes the predicted sound levels at property line and residential receptors. Since the equipment design must be adequate to meet ' the more constrictive North Andover requirements, the combined levels from all sources (continuous and daytime-only) remains well below the DEP nighttime criteria. Nevertheless, the generator testing is only planned during ' daytime periods. The daytime ambient levels are higher than the nighttime levels (see Table 1). Based on the measured levels, the equipment operation will have an insignificant effect (less than 3 dBA) on daytime levels at all ' property line and residential receptors. Table 3: Equipment Sound Levels Compared to Nighttime Ambient Levels t Receptor Location -Distance from Expected Baseline Ambient Increase ' Equipment Equipment Level Ambient with Equipment (dBA) (Ft) (L.q,dBA) (Loo,dBA) (L.q,dBA) Property Line NW 110 50 45 51 6 ' Property Line SW 140 48 45 50 5 Property Line,SE 145 47 45 49 4 Property Line NE 100 51 45 52 7 Residence 2,SE 200 44 46 48 2 Residence 5, NW 470 37 46 47 1 ' In addition to limiting the increase in the ambient A-weighted level to 10 dBA, the DEP Policy prohibits sounds with pure tones as defined in the policy. The facility equipment (when operating) will contribute significantly only at the ' property line locations. The equipment sounds are well below the ambient level at other locations, so will not produce tones. Table 4 summarizes the ' predicted octave band levels within the standard frequency bands. A review of the octave band spectra shows that no DEP defined tones are expected at these locations. ' Table 4: Evaluation of Potential Equipment Tones from Combined Levels Octave Band Center Frequency(Hz) Receptor Location 31.5 63 128 250 500 1000 2000 4000 8000 Pro erty Line SW 59 58 53 _50 48 44 40 37 30 ' Residences, SE 58 56 51 48 46 42 39 35 27 Residences, NE 57 56 51 48 45 42 38 34 26 Property Line NW 1 47 1 47 1 38 1 33 1 31 28 23 1 18 13 ' Verizon Wireless/North Andover 19 Noise Assessment 5 Conclusions The combined rooftop wireless equipment installation will comply with all applicable noise regulatory requirements, and noise abatement was emphasized in the design of the proposed facility. The ambient sound levels ' were established by field measurements. Equipment operating sound levels were quantified by using vendor estimates. Most of the time, the installation will produce no sound. This compliance evaluation is based on all equipment operating at the facility at the same time. ' It should be noted that both the environmental control units and the generator are occasional sources only. The facility will usually produce no sound impact in the community. The environmental control units may operate for ' ventilation at any time year round. Only during periods of prolonged high temperature will the environmental control unit cooling equipment cycle on and off. The generator will only be routinely operated for testing of its ' function. In this conservative study, it is assumed that the highest corresponding equipment sound levels will be continuous. ' In compliance with the North Andover Requirement, the equipment sound levels will be at or below 50 dBA at the base of the nearest structures. An evaluation of compliance with the DEP Noise Policy was conducted at property line and residential locations. The results indicate that the nighttime ' ambient sound level will increase by 7 dBA or less at property line locations. The nighttime ambient sound level will increase by 2 or less at neighboring residential properties. The equipment will make no significant increase in the tdaytime ambient levels. t I ' Verizon Wireless/North Andover 20 Noise Assessment COMM�ti United States of America Federal Communications Commission s RADIO STATION AUTHORIZATION MMIS5\10' Cellular Radiotelephone Service CELLCO PARTNERSHIP 180 WASHINGTON VALLEY ROAD BEDMINSTER, NJ 07921 Call Sign: KNKA201 Market: 0006 Channel Block: B-1 SID:0028 Market Name: . BOSTON,MASSACHUSETTS ' ....... ........ ......... ......... The Licensee hereof is authorized, for the period indicated,to operate a radio transmitting station in accordance . with the terms and conditions hereinafter described. This authorization is subject to the provisions of the Communications Act of 1934, as amended,subsequent Acts of Congress, international treaties and agreements to which the United States is a signatory,and allpertinent rules and regulations of the Federal Communications Commission,contained in Title 47 of the Code of Federal Regulations. Initial Grant Date......... ........... ..... .... .....August 24, 1984 Expiration Date.............................. .................................................. October 01, 2004 WAIVERS / CONDITIONS.• Pursuant to Section 309(h)of the Communications Act 1934 as amended, 4 , 7 U.S.C: ( 309(h)),this � authorization is subject to the following conditions: (1)This authorization does not vest in the licensee any right to operate station nor any right in the use of the electromagnetic spectrum designated herein beyond the term thereof nor in any other manner than authorized herein. (2)Neither this license nor the right granted thereunder shall be assigned or otherwise ise transfereed in violation-of the Communications Act of 1934,as amended(47 U.S.C. § 151, et. seq). (3)This authorization is subject in terms to the right of use or control conferred by Section 706 of the Communications Act of 1934,as amended (47 U.S.C. § 606). This authorization does not convey to the licensee the right to receive protection from the capture of subscriber traffic,co-channel interference or first-adjacent-channel interference in any area outside of the authorized cellular geographic service area(CGSA)of the system. Moreover,an facility . y ty authorized herein with a service a boundarySAB extending area (SAB) xtendin� into the CGSA of any other operating cellular system on the same channel block, regardless of when such other cellular system was authorized,is subject to the following condition: In the event that the licensee of the other cellular system requests that the SAB of the facilities authorized herein be removed from its CGSA, the licensee herein must reduce transmitting power or antenna height(or both)as necessary to remove the SAB from the CGSA, unless written consent from the licensee of the other cellular system,allowing the SAB extension to remain, is obtained. Issued by IFG on Wednesday February 04, 1998 FCC Form 463A Page: l of 22' AUG-23-2002 15: 16 FROM Bell Atlantic Mobile TO 916175575999 P.01/01 _ t The Commonwealth of Massachusefts Executive Office of Health and Human Services Department p meat of Public Health ea th Radiation Control Program 174 Portland Street, 51h Floor, Boston, MA 02114 ]ANE SWIFT GOVERNOR (617) 7276214 (6 17)727-2698- Fax ROBERT P.GMENS SEr.WAR`I HOWARD K.KOH,Mb,MPH COMMISSIONER NEW POLI CY_REGAR )ING RAdIGiFREQUENCY FACILITY INST4 ATION APP OVA Due to personnel and budget reductions imposed upon the Radiation Control Program, we are no longer requiring notification and approval from companies that install radiofrequency antennas or facilities as outlined under 105 CMR 122,021. Companies installing radiofrequency antennas should ensure that they are meeting the FCC requirements for the installation. A guide for local government officials (June 2,2000)concerning the FCC requirements which complements the FCC's OET Bulletin 65, "Evaluating Compliance with FCC Guidellnes for Human Exposure to Radiofrequency Electromagnetic Fields",August 1997 is available along with Bulletin 65. To obtain this Information, please contact the FCC's Office of Engineering and Technology(phone: 202-418-2464 or e-mail: rfsafctyaa fec. ov). Bulletin 65 can also be accessed and-downloaded from the FCC's "RF Safety"website: http.flwww. cc. t3v o�t!><fsafety. Since the FCC requirements are now identical to the requirements under 105 CMR 122.021, reporting to the Massachusetts Department of Public Health is no longer necessary. The citation in the regulations will be changed during the next revision of the Radiation Control Program's regulations. If there are any questions concealing health effects regarding radlofrequency antennas, individuals may contact the Bureau of Environmental Health Assessment of the Massachusetts Department of Public Health at 617-624-5757. 3!15102 TOTAL P.01 �t P� North Andover K 12 Zoning a k 4 ' 4'•• C4 tiF3 "t NI. � e, Q1 e R U , f�1 E fi 1.1 4. d 1, F x 9` r' wll SITE f lot 1J ; 64 Q+ 6 a+ f I I a Legend Town Boundary w � Roads M s Rail Line(Active) ' I Rail Lino(Abandoned) Airport l �'" uta 37Lakes,Rivers,Ponds,Sounds and Reservoirs Streams I f[ Zoning [. ...,)Business District I WWk Business District III , im 9 Business District 3 Business District 4 General Business District t iIII II'' VI(� it Industrial District I Industrial District I i'I II I Industrial District 3 3 I ti Industrial S District ! �� I !Residential District I i�� � o Residential District 2 -Residential District 3 Residential District 4 ! -Residential District 5 Residential District 6 _Village Commercial District �I ;1 Village Residential District b Overlay Distncts XONNb /]r 1 _ Historic District Watershed Protection District Adult Entertainment District Overlaying districts zoned as underlying color 'A t scale 1"=333 Por 1:40,000 2000 0 2000 4000 Feet Ga,roRrrr 7y •,9 e syr '�� _e Dam Sources:Data for this map wa provided by the Executive Office EnvimnmcnmI Aft irdM—GIS(F.OF.A/M ssG ofIS), Merrimack Valley Planning Connnseion(MVPQ and Massaehmens Highway Deparbnent(MILD).Hydrogrephy dam provided by USGS.Road dam derived from MHD Road Inventory Files.Roads coneeted ming digital orthophotographs ata scale of 1:5000(Ing Sym New roads located using GPS(Global Positioning Systems).Additional MhRRiMACK street bsnngs provided by the Town ofNonhfNonh Andover. n The information depietM on this map is for plannmg VALLEY �e{v purponly.it may not be adequate NNIN uate for legal boundary PLAG Note: oses The Flood Plain District is defined in the 'fin definition or regulatory inrerpretatiortCOMMISSION Zoning Bylaw and is found.on the North Andover P epares by Memmack valley Planning Commis on --- Flood Insurance Rate Maps dated June 2,1993. 0 (MVPC),160 Main Street,Haverhill,MA 01830, Febaary 10.2001 MDF/Liv if ,t �I If fill lfill tu; tf J ## }ill 1-11111 �' ��� }}iii � �ii � �� t ita ��#i�+►a� 1 "l1if���1�� t! i �' � �� fit li N' Ii } � }fl't ��� ���� iti► t fl J �,,, .t � !, � II i ��� � t +If t I Ilii a+ �� llii►�tit+f�►#} � ` I i#I it fl If 1Ii }++t,at ifs �Ifcu il� �� t at ! it � I I Illy Ill�1 �� tt #t s i} li If lli1 li t t{ C.. 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I�tt It if Illr}} Iaet } u�alld I aI ofd!!dldnlll�I !a I i iii dl i# +Illl11 it •r-i a dd ,, dt�iP„11!!ltlea,entararul� n�r,u+ir : x � � ,}iiirllil �!1,111�1IIIIIIIl1 , ,a ar it ++ 1.1111111f IIlddl L tU } iii In a r, i BB g > ddHd rin rr n i dr rd !i /1li,r �tl ut „ ilf �lt+, i��t ���� 0 ( 1 *0 � If'+ it 1la Il f fit alunlrlNi!illd talnll i i� urlrrl fl �\ z k . ?tern dof I Ill}ial' � if � f i��1� illdn 1( ,# tr,)�;1��#� ! ruu �II �IIlt!#: aii ���1l�ra l +i} iOD i — — 11#ll. 1114 E SO p � $a00.W0 Dmm OI OpO11 OO � p000{1 _y i &{moi f0 466 Ng oS fPI �0d&1 ' t to 1 Y V Q L S i0 ^7cj aE i� mS -1 g3 ytG N to 'V J cor_ LO s LSO � o M 1� O 00 O C'7 -0 Cy) O 00 q� O LO ve 00 rizonwitiotl9iless mmrZ_[ 0 u"� FRIBERUO, PARKWAY WESTBOROUOk-71H , MA 01581 CIO m o c X O 6 Nip 0 � CA � q)� � — 2, 00 0 6W N � � Q - lT lT "� ILITY ATION FAU"' -� ELLULAR UOMMUNIU'� PROPOSED u"" _ 1 v w • 0 5 z- 01 A ---' TREET 713. R 0 u F L; 2" - NDOVER =vv Y O � IF NDOVE ]. MASSAU'�"� H -USETTS (j) -.6- R I L - A ESSEX COUNTY STRUCTURAL ENGINEER DAIGLE ENGINEEK5 INC . I EA5T RIVER PLACE W METHUEN , MAO 1844 n tel : 978-G82- 1748 T T fax : 978-G82-G42 I U Q Q � z cn o � INDEX OF 5H EET5 : Q � T- I TITLE 5H EET VICINITY PLAN 2957 CIVIL ENGINEER ELECTRICAL ENGINEER o W 2957 51TE PLAN > - I 51GHT LINE PROFILE5 R. E . CAMERON A55OCIATE5, INC . RONALD W. BUTA, INC . z A O� � D � E- 5- 1 ROOF ATTIC PLANS ELEVATION G8 I WA5HINGTON 5TKEET 3G0 MERRIMACK 5TKEET � Nz w 5-2 ROOF FRAMING PLAN DETAI L5 E A I o -- d 0 W E- I LEGEND AND 5CH EDU LE NORWOOD , MA 02062 LAWKENC , M 0 843 U = POWER PLAN5 tel : 781 -7G9- 1 777 tel : 978-G82-9229 u� z x E-2 O fax : 81 -7G9-8644 fax : 978-G88-4930 w W E-3 ELECTRICAL 5PECIFICATION5 7 E-4 ELECTRICAL 5PECIFICATION5 L 00 cn �- G- I GROUNDING PLAN z W �- G-2 GROUNDING DETAILS H - 1 ATTIC AND ROOF PLAN MECHANICAL ENGINEER FIRE PROTECTION ENGINEER tion °r5 P/FP- I 5PECIFICATION5 * LEGEND No. DDD nor Daae P AN 5 � ELEVATION I O Nlz� 5(UITFR05LILIN15A°° v�cN�TY PIAN P/FP-2 ROOF ATTIC L LTC ENGINEERING ELDAAK-CRAFT DE51GN 21 MAGUIRE STREET 22 SCENIC DRIVE METHUEN MAO DERRY NH 03038 > 0 tel : 978-G82-8699 tel : G03-434-3 I G4 fax : 978-G82-8G99 fax : G03-434-7405 N Date D0348 05/21/01 Scale: Drawn Py: NONE 5EZ Des greci by: Checked 'oy: 5EZ R<,D Draw ra No.: T- I cn Q) PLAT 24 L?r n x m7.o h � pe T 24 0 PLAT 24 OT 36 / (PLAT 24 2,7.] x17.8 LOT 7 R 9DEN- / --- - �----',\LOT 62 a 00 ' 27 \7\ 7 A L0 L7 \ X 2142 � O PLAT 24 xt 9362 Lore .8 1.8 RESIDENTIAL LAT ,o cd i� AL T 633 �� PLAT`L24 ESIDENTIAL � LOT I ���` zzts � � w r .0 2 (� t3 6.0 ` PLAT OT19 2+3636 962 0 21360 ` \\ PLAT 47 ! 9&0 7. LOT 83 24 364 ' zuo LOT 20 ^� O % 972 x •7 4 .D 214,7 217.3 12236 l 1 ✓ P T24 23(k T9 PLAT 47 X ..0 x192.3 j RPL DE 1 4 1 �eto 217.8 \ LOT 140 � PLAT 24 ��¶ PLAT 47 LOT 0 90.8 9&] LOT 18 223.3 \\ W � LO 10 \ / e a 2 21&3 223.6 PEWS Kst x144, \ v RESIDENTIAL x A \ \ i2360 203.7 ` �� N PUT 47 \\ LOT 6 \\ j PLAT 24Q x e / I 20369 LOT 13 s�1�C:' (`y ws \\\ / g x 1936 ; PUBLIC� I y1 PLAT 47 \\ . J213,3 E-1 LOT 141 \ / 8 x 190.3 rc o 0°TIX9:7 209.8 x T1i7 .36x72 DENTIAL .186.3 j 201. RESIc 203.9 PLA T 4 LOT 1 � w.2 SIDENIIA ` F/ ♦ \ 237.4 K T263 'V 10. 00 222.0zc a \ .. 00, t 4 \q PLAT ELT 47 .i 9336 Zoos , ! s K 22&3 air / 4 LOT 53 - cQ V LV / 1 21&, DENTIAL O11.2 i v / O cD kp j t. ��\ . p'� . � w 2i / '� \ ` W � � N N x 2033 �(`4Z RESIDFJI ] e lL 00 00 1 11 xFP POND 4 r,.s x 362 . x O t\ 1 97.8 O � �] `�GOA � � \ 1 0 70363 FSS ps ! 'AZ ' 7 SIDENIIAL DIS ICT 4 NVQ xoz - �4>> \3�,"?► PLA 24 O�Q _ /I 47 UN M JAIN )DW CHVRG� r tr LO 35 ,(�� :� . T / 2,6.2 ` O .9 - • (TYPI AL) uo.s f0� 19369 O / 3 21&7 x 229.3 ' 234.2 / 5g . POND RESIDENTIA \ II / .0 PLAT 47 ' I 932 "sh ; PLAT 47 1 1 LOT 3 'RocaYs' ics naRDrsRs STORE 3 1.0 ° LOT 49 / 1 I x 1 200. PLAT 24 2032 "D0'"e"e I AL 23602 LOT 59 , RETAIL BUSINESS RESIDEDN i \ P 4 0 �. I \ OT 7 1 y/ R IDENTIAL DISTRLCT d� &3 FRde RESDERm no x 192.4 �j / 0 PLAT 47 �t l� y 2DS1 � z292 LOT 50 p^ / ,.7 z sez OarNEAnaN Oc / 1 �j.� 2° 21L4 PLAT 2 Y 202'7 vD&sr�STORE 1�01I Lor 81 K,96.3 1 \ 1 UT 47 23+ +2311.2 TENNA. 645' 1 � A RENNA ° 3 zz�.0 L 94 I �\ � `•� � ' \. PLAT 24 1 'Pu+ID¢I BRKAJf 9! �. TYPICAL) I I_7l N x 1923 LOT 67 EATERY 224 2258 ROAD cv, z x3363 .e � - 227.1 230.0 ��` 1 '§x m.,x HAIR� dy Q d CRAW1.4 /g3. *�►t 2 22369 ' \ / 1 t N 1 D CLKANW GR; e9a nto 127.6 110.3 I rIv 210.1 LOT 37 RESIDENTIAL RESIDENTIAL a 19361 ,��9&4 "MIXT MAKE! c TSEDOR woe+7x,WrINT 9008 now RESI��AL/ PLAT 24 0 REST GENERA BUSINESS DISRESIDENTIAL 232 36 e 4 23.36 I I 19034 • TRI T 2 .e �uRA7�s LOT 72 I 1933 t} 1 / PLAT 24 90.9 ire _`-- ;tze` 4.4 LOT 42 ° x PLAT 47 0 �,9e.o _- 204,8 4,7 659• 4,7 LOT log �OT 108 PLAT 47 I 1 o yc 4 e 227.1 LOT 107 90. 16&7 22362 , .e 1 1 / 4 140,uoo u ft y, P max este �� �t9a0 X AL.'PAW STORE ' RESIDENTIAL LO 4 1 1 7 x2234, lye 1 a PLAT 24 1 RETABUSIBUSINESSI�' " SIDEN AL DIS CT 4 LOT 10 RESIDENTIAL 1 PLAT 47 90.3 PLAT 24 Sr. I 224.0 u9.0 "L701 LOT 105 LOT 39 �' ► W x 197.3 rs� x227.1 'I 89.0 � . 24 � 3. W \ PLA 'EMAN AL27r STORE 218 .7 T�l R D 7 1L / H 198.7 ��O �\ l PLAT 47 1 L 22 I w RES, x LOT 104 TIAL � 197.1 00 ' PLAT 2 O. x236.3 (J, '. e + or 40 '� / - \ 193.3 to" 91M 291.3 e / W A� K 2754 / ■ ■ W RESIDENTIAL 1972 11 A +t0,36„¢7 >'. Pur 24 / U > PLAT 24 rA7 .� 3..s 200.0 4� PK LOT 81 / Z LOT 21 PLAT 24�' RESroEN Y/93 POT LAT 4 0 x 2 Lj 207.0 / ' / LOT 2 x 198. zm.o Pu)24 .,. 41 . S 2 0 LO 32 `, 2,&6 BUSIN 3 / Z 92 19a. t .19368 ;'I 1 ♦ 20 i/ m 9 I O P T24 x 2236 ^ 70363 o RWrAU UM T 43 7 0 PUT 24 / V Lj- \ 97 � RS4TlURANT a Naw T LuP T 24 zoom a " 1 xa�s OT 42 j OT 24 � REST TtA1 1nMxa 7272 J r REST AL K 1,YJ14 20&4 110 1 21&9 PUT 24 ''^^ _ l IG LOT 48 V / Z 94.. 3 aa] I 194,!1 I ,las 210.4 I F 21&4 �A --��z4.3 ° / j� Q A, � T R K IX 4'. 1 1902 ' x,7. / 94.2 m0. .0 2D4'8 20L4 Zf36 3� PLAT 24 21LOT 47 W xtb6.4 /, / A 1�a 24, / x312 i� V 97 ,� 0 2244,1 / 19&4 \` & 213.3 % 214. 216.0 224,3 116.6 0 P: 2„2 2 , , CC Z W > m>x.� TZ F. M •• xla&76 \\ S OFFICE BUILDING \ 4.2 9.3 ` 90.3 x&m7 201. ( PLAT 24 + `v nww.a sneX7 zo& x Mx17.0 7.2 LOT 45 // Revieions 21aq" �7. x o \ x 1 /. / T No. Description Date , 217, PUT 24 ' O \`\\` 9o.e / .0 72 LOT 44 \ moi/ LOCUS NOTES: 4 EXPAND SURVEY AREA 11/01/01 401 ANDOVER STREET 12/2s/o 14 x MO �• 200.0 OFFICE BUILDING � � 21&, � .f��i ft 40 TWO STORY BRICK OFFICE BUILDING 3 EDIT ZONING LINES 7/11/01 _ �'�° "LAW OFFICES OF JOHN F. MCGARRY" 0 40 80 160 240 320 ASSESSORS PLAT 2 , LOT 33 2 ADD ZONING LINES 1 - ------------ -"-'nom -- ---- 4 Z s/ze/o -t r� TI&, L7 11.7 7 9.3 - x+ x21&4 1 ADD SIGHT LINES 5/18/01 i Job No., Date 1 INCH = 80 FT. ., � � � 21.4 ALL PLAT AND LOT NUMBERS Del Jo�a 5/7/01I REFER TO TOWN ASSESSORS 21k3Drawn by Jim"Jim"h. �4 T-W ELEVATION DATUM: NGVD 1929 Designed by- checked bp 200.4 Drawing No: 2957 N/F RED SQUIRE REALTY C/O HORIZONS MANAGEMENT ASSOC. LLC (n T RAE a) � (rte� N16�07'19"E �, In 242.84' c CL �C 41 Q L. LL -0 O O Q) x � 8 � v LL- ij 0 � N /LLJ060) / o TOP OF ROOF n = 35.5' A. G.L. GAMMA SLOPED ROOF TOWN OF O NORTH ANDOVER PROPOSED Q / GENERATOR FLAT ROOFTOP AREA Q / PARAPET ENCLOSURE ch N/F TOP OF PARAPET Q YAKOVAKIS, MATTHEW40.5' A. G.L. / & JAMES S. ET UX SLOPED ROOF = ITS r BETA ,L- s• 4 O TWO STORY o *�o 03 BRICK OFFICE BUILDING L / o / st NO. 401 in 4 TOP OF EA VE ' N10°33'E TRUE NORTH , t = 24. 6 A. G.L. � z SIDELINE OF BUILDING W a a W 114 125 cn GROUND ELEVATION AT FRONT OF BUILDING = GSA W ' L,%r �' 220' NGVD OF 1929 N� — O LOCUS Q � W I S,�FF CNJ Q CO RLEGE K X00 ' C= z W cry 143.30 -~ VICINITY MAP �°"�°� S08'03'S0"W Pfo. �eaaiption Date SCALE: 1 " = 1, 000' TIA EE r (STATE HIGHWAY N rOU TE 125) Dei Job No., Data D030 11/29!00 ANDU VE 0 5 10 20 30 40 Drawn by. T-40► JJif3 Designed by. Checked by 1 INCH = 10 FT. Drawing Pio: 2957 oo L0 r O � � M M cU-0 O O ■® (y) -0 M U— .�.� ANDOVER STREET O LINE OF SIGHT I ROCK ROAD TO PROPOSED_ - - INTERSECTION LINE OF 515HTTO PROPOSED- _ _ - - `•-� ANTENNAS _ _ - ANTENNAS _ _--- ANDOVER 5TREET VIEWPOINT - VIErVPOINT Lj = H. EXI5 TING GRADE -�/- EXISTING GRADE 000ON 51 6 T - LINE "A" PROFILE FROM 404 ANPOVER 5T. RE51 DENT I AL 51 CANT _ LINE "0" PROFILE FROM 8 ROGK ROAD (RE51DENTIAL) (1"=40) (FOR AERIAL VIEW 5EE PLAN LINE "A" ON VICINITY PLAN) (1"=40') (FOR AERIAL VIEW SEE PLAN LINE "D" ON VICINITY PLAN) U f(1 N1 X � 6 � a c td `tCi UA c N Ci � -C 6 LU 0 Nr- L� — WT LINE OF SIGHT u TO PROPOSED v ANTENNAS ��� LINE OFTO PROPOSED �� VIEWPOINT _ - ANTENNAS (3113 VIEWPOINT ) 0 ANDOVER 5TREET-----* li_ `' �---EXISTING GRADE ��_ EXISTING GRADE 51C HT �' LINE "E "E " PROFILE FROM RETAIL BU51NE55E5S51C��fi � LIN� 13" ��0� I L� FROM 31b ANDOVER 5T. (RE510ENTIAL/OFFIC4E) � T (FOR AERIAL VIEW SEE PLAN LINE "B" ON VICINITY PLAN) W.=40') (FOR AERIAL VIEW SEE: PLAN LINE "E" ON VICINITY PLAN) mL9 C� S b 2Y0 L h Y4o W VQ O AwvJ 1 L f 0) Q O Q LINE OF SIGHT TO z PROPOSED ANTENNAS Z 1 I 1 LINE OF SIGHT ANDOVER STREET TO PROPOSED _ - I- ANTENNAS VIEWPOINT - - - VIEWPOINT ' / ® ® ® ® u in IRIH ® ® � j �EXI57ING GRADE EXISTING GRADE I— Ll -- �— U II II z II II PROFILE FROM I ROCK ROAD (RE510ENT I �. 51C HT - LINE PROFILE FROM LOT 3� RETAIL BU51NE55)51C�#�T LINA G4) (FOR AERIAL VIEW SEE! PLAN LINE "F" ON VICINITY PLAN) 0 (I"=40') (FOR AERIAL VIEW SEE PLAN LINE "G" ON VICINITY PLAN) c O L Revisions No. Descri tion Date AADD TREES L Dei Job No.: Date: D0348 05/15/01 Scale: Drawn by: A5 NOTED 5EZ Designed by: Checked by: 5EZ RKD Drawing No.: A- 1 00, co //pp�� 1� EDGE OF SLOPED `+J v ROOF � � �" CD PROPOSED VERIZON55 »"'°' : Q ANTENNAE (FACE � ) MOUNTED TO PARAPET +.. L— _— TYP. AS SHORN) CO PARAPET ROOF L — CO ANTENNA SEPROPROSED VERIZON'S PROPOSED 0 50 ROOF HATCH ANTENNA SECTOR s-2 SEE DETAIL "53/5-2" ° FOR EXIST. ROOF ° ° °Q AND PROPOSED 6ENERATOR FRAMING -E - El EE- VERIZON'S PROPOSED ( � I �� •rYP• m b § GENERATOR ILI [E- I E I ° I — / — — — — I I VENT DUCT I ° O $ � i N N tt SEE °2'1/5-I" FOR I I 52 O VERIZON'S PROPO5ED .� VERIZONS r7 EOU I PMENT ROOM I N I I I I PROPOSED ATTIC SPACE. — —— — o — — —— —_J °0 ANTENNA SECTORF5-�F-7 1-- - - -- - I- - - -- - - VERIZON'S PROPOSED ° fE ANTENNA SECTOR — — — 6RADE d) EX15TI, VERIZON'S PROPOSED -- m GABLE RUAJ N X N � d) 6 5-2 c �� r z LU [� c N N LOWER LEVEL — N N d) Q — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - -J 6l(3 4-4 T u- W E Z O V ROUTE 125 26 FRONT EL�YATION 26 (APPROX, SCALE: ) ROOF FLAN 25 r ¢ (APPROX. SCALE: 1/5"=I'-09 -- n�B.A_A hAg4v1 EDGE OF BUILDING � VERIFY ORIENTATION OF TRUE NORTH BEFORE CONSTRUCTION BEGINS D3•�;�!l�a�� I GENERAL NOTE5 ANTENNA ARRANGEMENT FLAN I. STRUCTURAL STEEL: A) ALL STRUCTURAL STEEL WIDE FLANGE AND STRUCTURAL TEE SHAPES SHALL BE (� ASTM A572 GRADE 50 (FY = 50 K51) (WITH SPECIAL REQUIREMENTS). ALL OTHER _V STRUCTURAL 57EEL SHAPES SHALL BE A5TM A36 (FY = 36 KSI) UNLESS OTHERA15E NOTED. HOLLOA 5TRUGTURAL SECTIONS (H55), SQUARE OR RECTANGULAR TUBES SHALL BE A57M A500 GRADE B (FY - 46 K51). PIPE COLUMNS SHALL BE A5TM A53 TYPE E _ < (FY = 36 K51). ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN AC 0RDANCE WITH THE LATEST A.I.5.6. SPECIFICATIONS. B) WELDED CONNECTIONS SHALL BE MADE U51NG E70XX ELECTRODES. AELDIN6 SHALL COMPLY WITH A.I.5.0. AND AA.S. SPECIFICATIONS AND SHALL BE PERFORMED BYF- CERTIFIED WELDERS. -V2" METAL 5TUO HALL �� < G) BOLTED CONNECTIONS SHALL BE MADE U51NO 3/4" DIAMETER A-325 HIGH A/ 5/8" FIRE CODE GYP. 57-REN(5TH BOLTS, UNLE55 OT'HERAISE NOTED. EA. FACE BUILT UP D) ALL STRUCTURAL STEEL SHALL BE SHOP PRIMED WITH A RUST-INHIBITIVE PRIMER. TIGHT TO DECK. SEE �' t TOUGH-UP ALL SCRATCHES, WELD NOTE "A" BELOW. ALL C7ELD BURNS, AND OTHER MARKS IN THE FIELD AFTER STEEL v I 15 ERECTED. AALLS TO BE EQUIPMENT WEIGHTS: IN50LATED A/ 5)2" RI EXIST. Roo` HATCH E) ALL FRAMED BEAM CONNECTIONS SHALL BE MADE USING DOUBLE WEB ANGLES, .! F) SUBMIT STRUCTURAL 571-7-EL SHOP DRAAIN65 FOR REVIEA 8Y THE ENGINEER. (DO F.G. BA7T5. EXISTING NDOOR MODULAR CELL PARTITION I N NOT REPRODUCE STRUCTURAL DRAAIN65 FOR SHOP DRAAIN6 PURPOSES). CABINET (4) = 1,007 LBS/EA. WALL Z 6J STEEL TO BE PAINTED TO MEET VERIZON AIRELE55 'S SPECIFICATIONS. PATCH EXI5TIN6 Q r HANDRAIL UP T16HT 2. METAL STUD/ O.A.B. POWERHOUSE 24/246 = 1747 LB5 TO NEA HALL Q rf r A) ALL METAL STUDS SHALL BE 3 Y2'X22 6A. METAL STUDS A5 MANUFACTURED BY CABINET — EXIST. VENT DUCT U 1-4-1 DALE/INCOR. ALL WORK SHALL COMPLY WITH STANDARDS OF THE TRADE. BATTERY CABINET (2) = 2027 LBS/EA. VERIZON'S gal >n �s B) ALL GYPSUM HALL BOARD SHALL BE FIRE RATED. JOINTS SHALL BE TAPED AND I »I gel COVERED WITH COMPOUND. SGREA HEADS SHALL BE COVERED BY PROPOSED COMPOUND. ALL 1-QUIP. ROOM , Al,SURFACES SHALL BE SMOOTH AND FREE OF DEFECTS. +G) PAINT ALL WALLS, ETC. WITH PAINT APPROVED BYVERIZON, i3. MISCEL6.C. TO RUN VERIZON'S LANEOUS: BO COAX GABLES I N JOIST w A) ALL EXPANSION BOLTS SHALL BE AS MANUFACTURED BY ITA RAM5ET/ RED HEAD I C aarr. carr. SPACE FROM VENT DUCT INC., OR APPROVED EQUAL. (5EE DRAAIN65 FOR 51ZE AND TYPE). L 2M2� q — TO EQUIPMENT ROOM "' •�" B) ALL WORK SHALL COMPLY AITH THE CURRENT EDITIONS OF ALL STATE AND 54 rr II rr LOCAL BUILDIN6 CODES. 1-1-i x 5-2 G) THE EXISTING 0ONDITION5 SHOWN HAVE BEEN BASED ON V15UAL OBSERVATIONS m ONLY, AND 15 NOT A RESULT OF AN IN-DEPTH INVE5T16ATION INTO THE STRUCTURE ITSELF. IT 15 THE 6ONTRACTOR5 RESPONSIBILITY TO CONDUCT IN-DEPTH NOTE "A REMOVE EXI5TING • F= Ali 3'-O"x 7-0 0-LABEL INVE5T16ATION5 AND/OR TESTING AHEM UNKNOWN CONDITIONS ARISE. ALL DIMENSIONSALL WALLS SHALL EXTEND UP TO HANDRAIL AHERE 15'-0"+/- DOOR (2 HR. RATING) EDGE OF O V V ! O RELATED TO THE EXISTING CONSTRUCTION ARE APPROXIMATE UNLESS OTHIrRWISE `- CONCRETE SLAB m ROOF DECK AND SHALL BE FITTED NOTED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE FABRICATION, ANDO 6 AROUND ROOF JOISTS AND BEAMS, THAT ALL DETAILS ARE COMPATIBLE AITH EXISTING CONDITIONS. THE CONTRACTORPROVIDE "FIRE SAFING" IN ALL PATCH EXISTING V Q SHALL NOTIFY THE EN61NEF-R OF ANY DISCREPANCIES WITH, OR CONDITIONS THAT ARE DECK FLUTES AND OTHER &APS TO HANDRAIL UP 71r-,H7 NOT 5HOAN ON THE CONTRACT DRAAIN&S, BEFORE PROCEEDING WITH ANY AORK. SEAL OFF ROOM FROM ATTIC. TO NEA HALL ReVISIOns D PROVIDE TILE FLOOR PER V1_RIZON5 SPECS. NOTE "B": No. Description Date QWRAP COL. AITH ONE LAYER OF g/e° F.G. 6YP. HALL BOARD. Q ROUTE 125 AI Del Job No.: Date: ATTICFLOOR PLAN (27 D0348 04/25/01 Scale: Drawn AS NOTED SEZ Designed by: Checked by: 5EZ RK.0 Drawing No.: PLYWOOD WOOD PANEL I N5 G.G. TO DETERMINE IF EXIST, WALL GON57RUGTION 15 METAL STUDS OR WOOD 51UD5 IN ORDER PROPOSED 4'-D"x 1, -0 TO DETERMINE PROPER r� 00 7" M5 PANEL ANTENNA FA5TENER5 TO U5E. (6.G. TD 2x8 SOUTHERN Y 00 BOTTOM. CAULK TOPS YELLOW LO 2x8 P.T. LEDGER TOPS WITH STANDARD MOUNT DETERMINE VERTICAL 5TUD PINE PRESSURE TREATED r"' BRACKET5. SET TOP OF LEDGER EXISTING. PAD BEHIND O PAINT TO MATCH ANTENNA EVEN WITH TOP LOCATIONS IN FIELD) VJ EXISTIOF PARAPET - TYP, 2x8 F NEEDED DUE ®o •� V` O RAISED PANEL SURFACE OF PARAPET. 2-1/2" DIA. LA6 2-5/8" DIA, BOLTS SCREWS x 1 1/2"% TOP AND BOTTOM c3 LONG-TYPICAL 3/8"x24" (x TRAY WIDTH) DIAMONDS M STEEL PL. ® 4'-O'" O.G. (LOCATE ONE PL, O M 2 STD. MOUNT PIPE �T7 ( OVER EACH SLEEPER). FASTEN 2g/�" OD) DIA. U-BOLT 5EGURELY TO CABLE TRAY. PROVIDE TOP AND RUBBER PA05 AT EACH B � BOLT TO KEEP MINIMIZE WIDTH OF GABLE O BTRAY. COORD. W/ VERIZON OTTOM ALUMINUM S STEEL SEPARATED. 2 M COMPATIBLE GABLE TRAY M L— Z (Y� IP W.�L C NSTR!>r.TlcOh 15 METs1 57un� Ql COVER PER VERIZON Si'EG'S. LL ` 2gi's" O.D. PIPE FASTEN LEDGER TO EACH STUD FASTEN TRAY SECURELY SECURELY FASTEN TO TRAY. EXISrIN6 WALL m (16" O.G.+/-) WITH 3- 1,/4" DIAMETER TO SLEEPERS. STUDS ® I6" O.G. +/- x b" LONG "TRAXX" (C ALV. OR 5.5J SELF DRILLING FASTALUMINUM GABLE TRAY AS O O ENERS ITA L2 1/2x2 1/2x3/16"x9" LON6 4"x4" P.T. SLEEPERS. MAXSPECIFIED IED BY VERIZON LO �- BUILDER. DO NOT OVERTIGHTETENI DO D 51 NOT OVERSIZE HOLES IN LEDGER TOP AND BOTTOM 5PAGIN6 = 4'-0" O.G. BON 5-2 (BOLTS MUST BSLEEPERS TO PAD E 5NU& IN HOLES b" WIDE x 3/8" RUBBER MAT �o THROUGH LED(SER). COUNTERSINK HEADS AND W/COMPATI51 E ADHESIVE. 5ECURELY E30NDE12 TO IP 6ALL 6ON57RlJGTIfnN 15 WOOD 5TUD5 COVER FLUSH W/ SILICONE EXI5TIN6 ROOFING WITH _ FASTEN LE06ER TO EACH STUD (16" CAULKEXISTIN(5 RUBBER COMPATIBLE ADHESIVE. 6.G.O.G.+/-) WITH 3- 3/8" IDIAMETER x b" ROOF TO VERIFY COMPATIBILITY. LONG LA6 SCREWS. (5ALV. OR 5.SJ - DRILL PILOT HOLES A5 REQUIRED. ANTENNA MOUNT DETAIL 0 _ ,ANTENNA MOUNT DELAIL L I _ 6 E3LE TRAY HCTZ CN.T.S.J (PLAN VIEW) — ON XT.S) _— d3 c m � x 6 � 6 CICO � — N (E) W2f p10 y 1 a �� -c EDGE OF ATTIC U1 � � CONCRETE p 1p 0 6 — d)d FLOOR SLAB x O N p �- ly PROP05ED GENERA70R: ` LxJ^IxH = 86.6"x40,q"x4�.�" I o MAX. OPERATI NG WGT.=2000 LB. CA VERIZON'S PROPOSED z ® � 6ENERA70R ON ROOF 10'-0"+/- Ea. 0'-O"+/-EQ. EQ. 6 In u EXIST. PARAPET WALL EXIST. RTU EX1571 N6 RUBBER ROOF EQUIPMENT N'S PROPOSED PROPOSED 6"xb" PRESSURE Ln EQUIPMENT ROOM EXIST. W10 GENERATOR TREATED TIMBERS (BELOW) INEW CEILING —. NEW KO EXI5TIN6 DUCT TO REMAIN EXIST. A21 meaaaa IROOF. SLOPED 5- SPLICE ® MIOSPAN (ROOF 3-2 ,7 4 _ 2 4" SEAT �/a" DIA. BOLTS SHIM TO FIT IV4 (6 IN ALL) EXIST. —7r= I T. W10 TIGHT r ROOF ' 9-2 JOIST 34 -1 �vv��►a EXIST. W21 NEW WI D NEW W1O NEW WIO PROPOSED STUD WALL 1,-0'(� W21 + I � 1'ONIER BATTERY BATTERY � I 2" Ya"x4"xlb'" SEAR PL, 21" PROPOSED (SLOT WELD AROUND STUD WALL C W10 WEB) _ Y2" PL. xb"xl'-2" Z (WELD TO BEAM IN O EXIST. COLUMN HOP - FULL PEN) _ �--- HANDNDRAIL WRAP W/ GWS, S ROOF FRAM I N - :?- PLAN � - ECRU I P. ROOM E 0 tL LL LL 2 - EI6TEK E5CR _ ^ (� AN67LES EACH EA. SI 6 GA x8" LONG O s V l O ANGLE EA. SIDE OF SPLICE, c EA. SIDE OF BEAM o a U L Q Revs Ions No. Des�r1 tion Date Q TYPIC L 5EGTION 56 0 O Dei .lob No.: Date: 00348 04/25/01 Scale: Drawn by: A5 NOTED 5EZ Designed by: Ghae-ked by: SEZ RKD Drawing No.; 542 LEGEND INSTALL APPROPRIATE NEMA 1 ENCLOSURE WITH TERMINAL CONNECTORS HINGED COVER & LATCH (TYPICAL) LABEL 'ALARM TERMINAL r� 1'X4' SURFACE MTD FLUORESCENT LIGHTING FIXTURE W/2-F40/RS/CW LAMP, CABINET' L_J ACRYLIC LENS (LIGHTOLIER CAT, N0. KBT24012OSSGLR) _ - _ _ PANELBOARD P1' 3" UjM r SELF CONTAINED EMERG. LIGHTING 120/208V, 30, 4W, 200 AMP MAIN BREAKER SERIES RATED o UNIT (CHLORIDE CAT. # 12 MF -36 WTV 2CBL) t 3„ t NO SIZE LOAD DESCRIPTION LOAD DESCRIPTION BKR CKT SPARE — — —� Q NO SIZE SIZE NO T 2i — 2 — 1 40 CU-1 CU-2 40 . s " S 20A-12OV-1P TOGGLE SWITCH 3 _ - 4 DOOR SWITCHco HIGH HUMIDITY 5 5 co g 15 AC-1 AC-2 15 6HUMIDISTAT 6 S PHOTOELECTRIC 7 - 8 7 7 --�- Q�{~- SMOKE DETECTOR W/ AUXILIARY BASE RELAY HI TEMP $ — — `o s-. co 9 20 RECEPTACLES RECEPTACLES 20 10 THERMOSTAT g — 8 I 4 .L co 11 20 LIGHTING RECTIFIER 25 12 LO TEMP THERMOSTAT 1010 U) S SMOKE DETECTOR 13 25 RECTIFIER 0 (CONNECT TO EXISTING BLDG FIRE ALARM SYSTEM) 14 POWER FAIL 11 1 t —� Q 15 - RECTIFIER 25 16 17 25 RECTIFIER - 18 SMOKE DETECTOR F FIRE ALARM HORN/STROBE (ADA) RECTIFIER 25 20 14 r� (CONNECT TO EXISTING BLDG FIRE ALARM SYSTEM) 19 - FINAL , 1515 CONNECTIONS KS SECURITY KEY SWITCH 21 25 RECTIFIER - 22 SPARE 16 — —' = -- �� � BY VERIZON 17 23 - RECTIFIER 25 24 SPARE DS MAGNETIC DOOR SWITCH (DOOR JAMB TYPE) 25 25 RECTIFIER - 26 18 19 t9 20A-120V OUADRAPLEX RECEPTACLE, GROUNDING TYPE 27 - SPARE 25 Y8 SPARE _ 20 FINAL CONNECTIONS 20 ~- BY VERIZON (TYP.) 29 25 SPARE - 301/2"C 3 2#12 (TYP.) 31 - CLIMATE CONTROL PANEL 20 32 & NEMA L5-15 HUBBEL 47-10 125V, TWIST LOCK RECEPTACLE 33 15 TWIST LOCK RECEPTACLE TEL QUAD RECEPTACLE 20 34 35 30 GEN JACKET WATER HEATER GENERATOR RECEPTACLE 20 36 a6 a6 37 - SPARE 20 38 r 47 a7 WP = WEATHERPROOF 48 48 WP/GFI 20A-120V DUPLEX RECEPTACLE, GROUNDING TYPE. GFI = GROUND FAULT 39 20 BATTERY CHARGER 20 40 49 t N Z E41 20 GENERATOR LIGHTS 20 ��42 a9 s i 5p 50 0 � 0 M " TERMINAL BLOCK 6 Z N co AS REQUIRED s (o 0 N c J JUNCTION BOX c � `+ � v s Q Q r � comm c > � 3" w �z f Cr n3 �. A) (1)d) .J ! z a a PANELBOARD 'P1' _ _ b - _ _ cop_c •fl a 6 0 *� w J W u � m FUSED DISCONNECT SWITCH - '3R' & '1' - NEMA ENCLOSURE j s co - ALARM TERMINAL CABINET , o m TC' WIRING DETAIL Q 0 w u * '� THERMOSTAT OHI/LO - HI/LO TEMPERATURE ALARM THERMOSTAT SENSOR NOT TO SCALE >( ; U Na- � * �- ROOF TOP GENERATOR �!1 HUMIDISTAT OHI - HIGH HUMIDITY ALARM SENSOR 45KW STAND-BY 175 AMP NATURAL GAS GENERATOR 120/208V, 30, 4W LO 45 CLIMATE CONTROL PANEL KW • 2"C 4 2/0 P1 -2 HOMERUN TO PANEL 'P1', CIRCUIT N0. 2 RIGID STEEL GENERATOR CONTROL 14 GNDCONDUIT SLEEVE PANEL 1/2"C, 2#12, 1#12 OND. UNLESS OTHERWISE NOTED THROUGH WALL - - - - - - - - - - - - - - - - - - - - - - ROOF ,,. 3M MOLDABLE PUTTY CONDUIT - - 3M CP25WB CHALK FIRESTOP SA SURGE ARRESTER JOSLYN CAT. N0.- 1455-85 I 3/4"C - - I 4#12 SURGE ARRESTER 1#12 GND JOSLYN CATALOG TYPICAL i (CONTROL) #1455-85 AFF ABOVE FINISHED FLOOR CONDUIT WALL PENETRATION DETAIL I PNLBD 'P1' I Z NOT TO SCALE I E 120/208V FURNISH AND INSTALL T 30, 4W I CB CIRCUIT BREAKER IN NEMA 1 ENCLOSURE 1200 AMP, SERIES RATED 2ll 1 = 200A MCB 3-POLE CIRCUIT BREAKER SERIES RATED I -A IIN NEMA 1 ENCLOSURE N L 2:,C 2„o z [�/ Q 1 V GND 200 AMP, 3-POLE 4#2/GOND ILI -3/4"C I SWIG H -1- ATIC TRANSFER I O > t EXPOSED CONDUIT 3/4"C, 2#12 AWG - - - - - I 2#12 1-- - - - - - - - ._ ._ - - - - - - - - - - -- - - - - - VERIZON EQUIPMENT ROOM) Q O L GROUND WIRE (#2 AWG COPPER SOLID WIRE) - - - - - - - - - - - ATTIC � � Z (3 � - - - - - - - - - - - 2ND FL v Q � u-J x -- -- HALO GROUND (#2 AWG COPPER STRANDED WIRE) -- �r 'I r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 � i( r - - - - - - - - - - ST FL. u - - - - - - - --- - - - - - - - - - - - - - --� - - - - EXISTING 80AMP 120/208V 30, 4W OOM OSQUIRE-D MAINLu ALARM TERMINAL CABINET TC I BREAKER GENERAL NOTES: I 2ooA UM Q Q I 0 =ip AIR HANDLING UNIT 1.) CONTRACTOR SHALL VISIT THE SITE TO MAKE HIMSELF AWARE OF THE EXISTING CONDITIONS. I CONTRACTOR SHALL FURNISH 2.) ALL WIRING SHALL BE IN METAL RACEWAY & NO.12 AWG I AND INSTALL A 200A O O O COPPER MIN, UNLESS NOTED OTHERWISE. I 120/208V 30, 4W METER a EXISTING METER CENTER W/CIRCUIT BREAKER TO TO REMAIN I 3.) CONNECT TO HALO GROUND USING C-TAP (#54730). MATCH EXISTING =3E_ CONDENSING UNIT L- - -- - - - - - - -- - - - - - - - -- - - -- - - - - - - GROUND LUGS. ELECTRIC ROOM L� 4, JUMP WIREWAY SPLICES USING #6 STRANDED GREEN AND BLUE - - - - - - - - - - - - - - - - - _ _ _BS_MT_ _ r - - - - - - - _ _ _ _ _ D0348 4/I`�/OI 5.) CONNECT TO ENCLOSURES USING BLUE GROUND LUGS. 1, ONE-LINE DIAGRAM NO sGALE KMG _�� SCALE' NOT TO SCALE 1„ �� * EQUIPMENT FURNISHED AND INSTALLED BY OTHERS KMG R^5 AND WIRED BY THIS CONTRACTOR — oo 3/4"C > v-- 3#8 "3#8 1#8 AWG S EXACT LOCATION OF -r CU-2 3R 1 1 1 1 1 1 1 Q ROOF TOP EQUIPMENT T r- SHALL BE COORDINA ED 2 IN THE FIELD CU 1 3R Pr '� 0) 0 ' 00 'i.. -0 co 9o= LL � TC C 0 KS DS Ct' CONNECT 70 TC LIGHTING PLAN BLDG FRCP ^ nom, VERIZON'S PROPOSED EOIUIP. ROOM SCALE: 1/4"=l '-O" MAIN 200 AMP CIRCUIT BREAKER B AC-2 6 TC AC-1 1 5 9 CONNECT TO BLDG FACP TC �� F CONNECT TO A � BLDG FACP T H S EXACT LOCATION OF 34 TC 1 HIT HVAC EQUIPMENT SHALL 24"W X 4"H LADDER TC SA T BE COORDINATED IN THE TYPE CABLE TRAY LO FIELD WITH 9-INCH RUNG. SPACING P1' 32 9o= (13 TELEPHONE BACKBOARD �33 moo, j (11 N rf v a (3 G CN C0 ti cock c � O � cc o6 w CA CA M r x o POWER PLAN CABLE TRAY LAYOUT PLAN ma s n �� a SCALE: 1/2"=l '-O" SCALE: 1/4"=l'-O" a w r r o z r� Y U Z All o rJ m E w ova 0 o V rF ANTENNA SEE GROUNDING PLAN ON DWG G-1 (TYP) _ O d ROOF HATCH 45KW NATURAL BATTERY GAS GENERATOR CHARGER EQUIPMENT TO VEROM IN WEATHERPROOF EN AI ATTIC ROOM ENCLOSURE 35 39 -�--VENT DUCT L GENERATOR BLOCK 3/4"C - U -HEATER RUN CONDUIT PARALLEL LIJA 2#10 I GENERATOR CONTROL TO COAX CABLE O 2"C 1#12 CND I PANEL 200A, 120/208V 4#2/0 2"C30, v O 1#4 GND MAIN 4 BREAKER /4„C 4#2/0 1#4 GND AUTOMATIC TRANSFER 4#12 (TO ATS) 1#12 GND MAIN ELECTRIC ROOM _ _ _ _ _ _ _ ni SWITCH (CONTROLS) IN BASEMENT i�- I 3/4"C- UP /4'.0 O — V UP TO ATTICTitTEL BACKBOARD r.. o. o 4#12 3/4"C I—" CONTRACTOR SHALL 1#12 GND LAPPROX LOCATION OF W x 2#12 (BATTERY CHARGER) FURNISH AND INSTALL EXISTING METER (TO ATS) VERIZON EQUIPMENT I120/208V, 30, 4W STACK TO REMAIN I ROOM X11 2#10 (HEATER) I BREAKER AND METER IL - - - - - -- - - -2-12 GND - - - _- - - - - - - �- - - - - - - - - I O - - - - - - - - r - -- - 3 4"C - - - - - -EXISTING 800 AMP 2"C TEL) / I 120/208V, 30, 4W SHALL ( 2 'C #2 AWG SQUARE-D MAIN CONTRACTORW/PULLWIRE GROUND EXISTING TEL -�� � C �t SQ COORDINATE ACTUAL 4#1 BACKBOARD EXISTING F.A.C.P. BREAKER TO REMAIN CONDUIT RUN IN FIELD 1#6 GND TO REMAIN TO REMAIN I lz ROUTE 125 L EXISTING MAIN I ROUTE 125 I WATER SERVICE ROOF POWER PLAN POWER DISTRIBUTION SCALE: 1/8"=1'-0" SCALE: 1/8"=1 '-0" D0348 4/lq/01 A5 NOTED KMG KMG RWB a,v na N' E-2 00 ELECTRICAL S P EC I FI CAT10 N S 13, MECHANICAL SUSPENSION CHANNEL SHALL BE FURNISHED AND B. DUPLEX RECEPTACLES SHALL BE NYLON SPECIFICATION B. RATING: ca C) 1 . FURNISH AND INSTALL ALL LABOR, MATERIALS, APPLIANCES, EQUIPMENT A. MECHANICAL SUSPENSION CHANNEL GRADE, U-GROUND, RATED FOR 125VAC, 20A - TOOLS, TRANSPORTATION, SUPERVISION AND SERVICES REQUIRED TO INSTALLED TO SUPPORT ELECTRICAL EQUIPMENT (PANELBOARDS, C]} Q FURNISH AND INSTALL, COMPLETELY TEST AND MAKE OPERATIVE, ALL DISCONNECT SWITCHES, STARTERS, ETC.). MANUFACTURED BY BRYANT CAT. N0. 5362-I OR EQUAL. THE ENGINE GENERATOR SET WILL BE OPERATED AT AN ALTITUDE OF ELECTRICAL WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. C. SWITCHES SHALL BE NYLON SPECIFICATION GRADE, AC 5O FEET ABOVE SEA LEVEL. THE AMBIENT TEMPERATURE EILL BE '~--B. CHANNEL SHALL BE DESIGNED BY UNISTRUT TYPE P3000. ALL 110 DEGREES F. THE MINIMUM AMBIENT WILL BE -20 DEGREES F. THE tib` (� C) FASTENERS AND FITTINGS SHALL BE SUPPLIED TO PROVIDE TYPE, RATED 20 AMPS FOR 120/277 VOLTS, BRYANT CAT. ENGINE GENERATOR SET WILL START, ACCELERATE TO GOVERNED SPEED M 2, THE ELECTRICAL WORK SHALL INCLUDE, BUT NOT BE LIMITED TO THE A COMPLETE INSTALLATION H REQUIRED. NUMBERS 4901 -1, 4903-I, 4904-1 DIMMING SWITCHES AND VOLTAGE, AND ACCEPT FULL LOAD IN 10 SECONDS OR LESS. co FURNISHING OF MATERIALS AND INSTALLATION OF THE FOLLOWING IN SHALL BE SPECIFICATION GRADE RATED 120/277V, 2000 THE RATING OF THE SET WILL BE BASED ON OPERATION WITH ALL ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES. C, ALL CHANNEL AND FITTINGS SHALL BE FURNISHED WITH THE WATTS. SWITCHES MOUNTED OUTDOORS SHALL BE WEATHERPROOF, POWER CONSUMING ACCESSORIES IN OPERATION, SUCH AS COOLING ' MANUFACTURERS STANDARD RUSTPROOF FINISH. D. DUPLEX RECEPTACLES WITH GROUND FAULT INTERRUPTER FAN, JACKET WATER PUMP, LUBE OIL PUMP, AIR CLEANER, MUFFLER N O 1 . WIRING DEVICES BATTERY CHARGING GENERATOR, AND ALTERNATING CURRENT _0 L- co 14. GROUNDING CHARACTERISTICS SHALL BE INSTALLED WHERE SPECIFIED GENERATOR WITH EXCITOR. A - 0 (� 2. LIGHTING SYSTEMS ON THE DRAWINGS, ALL WET AREAS SHALL BE GROUND FAULT TYPE WHETHER INDICATED ON THE DRAWINGS OR Ll- _4__j A. PROVIDE GROUNDING FOR ALL ELECTRICAL EQUIPMENT AND NOT. GROUND FAULT RECEPTACLES SHALL BE NYLON C. POWER RATING: � OO 3. CONDUIT, WIREWAYS, RACEWAYS, ETC. DEVICES IN ACCORDANCE WITH VER WIRELESS MANUFACTURED BY BRYANT CAT. NO. 5362-IGI OR EQUAL. STANDBY POWER - THE GENERATOR SET SHALL DELIVER ITS RATING ® (v STANDARDS AND THE APPLICABLE REQUIREMENTS IREMENTS OF THE CONTINUOUSLY FOR THE DURATION OF ANY NORMAL POWER FAILURE. 0 4. WIRE HUMIDISTATS, THERMOSTATS, ALARMS & TIMERS NATIONAL ELECTRICAL CODE AND AS INDICATED ON E. COLOR OF ALL WIRING DEVICES SHALL BE IVORY, 5. BRANCH CIRCUIT WIRING THE DRAWINGS, D. BIDDER SUPPLIED INFORMATION: B. BONDING JUMPERS SHALL BE INSTALLED AT ALL LOCATIONS 23. DEVICE PLATES 6. POWER AND CONTROL WIRING FOR HVAC EQUIPMENT REQUIRED BY NEC. A. DEVICE PLATES SHALL BE BRUSHED FINISH STAINLESS 1 . CURRENT APPLICABLE LITERATURE COMPLETELY DESCRIBING THE 7. PANELBOARD C. A GREEN GROUNDING CONDUCTOR OF PROPER SIZE SHALL STEEL. ENGINE GENERATOR SET. BE INSTALLED AND CONNECTED WITH THE FEEDER CIRCUIT B. DEVICE PLATE SCREWS SHALL MATCH PLATES. 2. CURRENT APPLICABLE LITERATURE DESCRIBING ALL ACCESSORIES B. POWER WIRING CONDUCTORS TO ALL PANELBOARDS, MOTOR FRAMES, ETC. AND APPURTENANCES. CONNECTIONS TO THE EQUIPMENT MAY BE BOLTED OR 9, GROUNDING SYSTEM SCREWED USING CORROSION RESISTING BOLTS, SCREWS. A 3. COMPLETE DIMENSIONAL AND ELECTRIC DRAWINGS LOCATING GREEN GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL 24. AUTOMATIC TRANSFER SWITCH ACCESSORIES, ANCHOR BOLT AND MOUNTING DIMENSIONS, FUEL, 10. WIRE AND CABLE BRANCH AND FEEDER CIRCUITS. EXHAUST, COOLING PIPING CONNECTIONS. ALL INFORMATION WILL 11 . INTRUSION ALARM SYSTEM D. ALL INTERIOR CONNECTIONS SHALL BE MADE BY GROUNDED A. THE AUTOMATIC TRANSFER SWITCH SHALL BE IN ACCORDANCE WITH BE COORDINATED WITH THE INSTALLING CONTRACTOR, GROUNDING CLAMPS. ALL EXTERIOR CONNECTIONS SHALL BE U.L. 1008. THE SWITCH SHALL BE OF DOUBLE THROW DESIGN 12. SINGLE SOCKET 200AMP METER AND CIRCUIT BREAKER MADE BY CADWELD WELDING PROCESS. MECHANICALLY AND ELECTRICALLY INTERLOCKED, MECHANICALLY HELD, ELECTRICALLY OPERATED BY A SINGLE SOLENOID MECHANISM. 13. SURGE ARRESTER 15. SINGLE SOCKET METER AND BREAKER QUANTITY SWITCH AMPS POLES 4. FURNISH THE FOLLOWING INFORMATION WITH THE BID: 14. GROUNDING EQUIPMENT1 200 3 A. CONTRACTOR SHALL FURNISH AND INSTALL A SINGLE SOCKET A. ENGINE MANUFACTURER 15. DISCONNECT SWITCHES METER CENTER W/200 AMP, 3-POLE, 4W CIRCUIT BREAKER ENCLOSURE: NEMA -1 INDOOR APPLICATION B. NUMBER OF CYLINDERS/INLINE OR VEE. IN ACCORDANCE WITH LOCAL UTILITY STANDARDS INCLUDING C. BORE AND STROKE/PISTON SPEED 4 RATED RPM. 16. AUTOMATIC TRANSFER SWITCH ALL INTERCONNECTING CONDUIT AND WIRE. METER AND BREAKER THE AUTOMATIC TRANSFER SWITCH AND ACCESSORY DEVICES SHALL D. DISPLACEMENT IN CUBIC INCHES. m m o L mz SHALL MATCH EXISTING. BE EQUAL OR SIMILAR TO ZENITH "ZTS", 3 POLES, WITH SILVER E. BRAKE MEAN EFFECTIVE PRESSURE (BMEP) GRATED -` o� r x J N v W 17. STANDY-BY NATURAL GAS ENGINE GENERATOR COMPOSITION MAIN CONTACTS. THE CONTROL MODULE SHALL BE CAPACITY (KW). N a N m o SUPPLIED WITH A PROTECTIVE COVER AND BE MOUNTED SEPARATELY F. GENERATOR CAPACITY IN KW, KVA AND POWER FACTOR. E O ry L N co�'s FROM THE TRANSFER SWITCH FOR EASE OF MAINTENANCE. SENSING G. NEMA MGL-22.40 TEMPERATURE RISE RATING OF 16. FUSES AND CONTROL LOGIC SHALL BE CONTROLLED BY A BUILT IN INSULATION OF GENERATOR. �� �` =j N rl rl 3 3. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST REQUIREMENTS OF IN ADDITION TO THE FUSES IN MOTOR FUSED DISCONNECT MICROPROCESSOR AND PROVIDED ON PLUG-IN PRINTED CIRCUIT H. AUTOMATIC VOLTAGE REGULATOR MANUFACTURE w � � cvcr � BOARDS WITH MAXIMUM RELIABILITY, MINIMUM MAINTENANCE, AND PERFORMANCE CRITERIA. p) „ %� d a a THE MEC, MASS STATE BUILDING CODE, OSHA, ADA, ALL LOCAL SWITCHES, ETC., FURNISH TO OWNER IN CABINETS A COMPLETE 0 s CODES AND LOCAL UTILITY CO. STANDARDS & SPECIFICATIONS. SET OF SPARE FUSES OF EACH TYPE USED IN THE ABOVE INHERENT DIGITAL COMMUNICATION CAPABILITY. INTERFACING RELAYS I. TYPE OF GENERATOR EXCITER. ma 41W EQUIPMENT. SHALL BE INDUSTRIAL CONTROL GRADE PLUG-IN TYPE WITH DUST J. CERTIFIED ENGINEER HORSEPOWER AT THE AMBIENT a U %)4. CONTRACTOR SHALL PAY FOR ALL INSPECTION FEES, LICENSES AND PERMITS. COVERS. AND ELEVATION SPECIFIED. - w w _ ALL MOTORIZED EQUIPMENT SHALL BE WIRED WITH FLEXIBLE TYPE B. STANDARD ACCESSORIES: `� v 5. 17. RACEWAYS co CONNECTIONS, SEALTITE OR EQUAL WITH INTEGRAL COPPER GROUND f Y - WIRE. A. ALL INDOOR WIRING SHOWN RUN IN CONDUIT ON THE DRAWINGSco A. ENGINE STARTING CONTACTS ( CLOSED TO RUN ) E. ENGINE REQUIREMENTS: o rJ v`� ) << SHALL BE INSTALLED IN ELECTRIC METALLIC CONDUIT. B. MOMENTARY OUTAGE, ENGINE START DELAY. 1 r� A. MOTOR DISCONNECT SWITCHES SHALL BE MANUFACTURED BY C. TEST SWITCH. 1 . TYPE SQUARE-D OR EQUAL AND SHALL BE HEAVY DUTY VACU-BREAK D. TIME DELAY, TRANSFER TO EMERGENCY ADJUSTABLE. SWITCH OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS. B.. ALL EXPOSED EXTERIOR CONDUIT RUNS OUTSIDE THE BUILDING E. TIME DELAY, RETRANSFER TO NORMAL ADJUSTABLE. TIME DELAY A. THE PRIME MOVER WILL BE A NAUTURAL GAS ENGINE. IT SHALL BE SHALL BE HOT DIPPED GALVANIZED STEEL CONDUIT. IS AUTOMATICALLY BYPASSED IF EMERGENCY SOURCE FAILS A CURRENT MODEL IN PRODUCTION BY A MANUFACTURER REGULARLY • 6 WHILE NORMAL SOURCE IS AVAILABLE. ENGAGED IN BUILDING THIS TYPE OF NATURAL GAS ENGINE. 0 13 6, SUBMIT SHOP DRAWINGS FOR ALL EQUIPMENT FOR APPROVAL BEFORE CONDUIT. F. PHASE FAILURE RELAYS FOR EACH LINE 90% PICK UP, 70% PURCHASING SAME. ALL EQUIPMENT SHALL BEAR THE LABEL OF A C .. LIQUID-TITE FLEXIBLE METAL CONDUIT SHALL BE USED FOR DROPOUT. NATIONALLY-RECOGNIZED TESTING LABORATORY. CONNECTION TO MOTORS, PUMPS, AIR HANDLING UNITS, ETC., G. VOLTAGE AND FREQUENCY SENSING, EMERGENCY GENERATOR, B. THE CERTIFIED HORSEPOWER (HP) RATING TTHE ENGINE SHALL 7. DEMOLITION WATERPROOF TYPE, WITH AN INTERWOVEN GROUND CONDUCTOR H. CIRCUIT FOR REMOTE CUSTOMER CONTACT TO INHIBIT ATS BE NOT LESS THAN THE KILOWATT (KW) RATING OF THE (1 1/4" MAXIMUM DIAMETER). TRANSFER TO NORMAL SOURCE. CONTACT OPENS TO INHIBIT ALTERNATOR DIVIDED BY THE FACTOR .746 MULTIPLIED BY THE TRANSFER. GENERATOR EFFICIENCY PLUS THE REQUIRED HORSEPOWER NECESSARY A. ALL EXISTING ELECTRICAL EQUIPMENT AND MATERIAL NOT TO BE D, SET SCREW-TYPE CONNECTORS AND COUPLINGS FOR METAL I. CIRCUITRY FOR REMOTE CUSTOMER CONTACT TO INHIBIT ATS FOR RADIATOR FAN, PUMPS, BATTERY CHARGER, ETC. USED, SHALL BE REMOVED AND WIRING PULLED BACK TO THEIR CONDUIT WILL NOT BE ALLOWED. TRANSFER TO EMERGENCY SOURCE. CUSTOMER CONTACT OPENS PANELBOARD OR JUNCTION BOXES. TO INHIBIT TRANSFER. 18. HANGERS & SUPPORTS J. SWITCH POSITION INDICATING LIGHTS, NORMAL AND EMERGENCY. 8. PANELBOARD K. ENGINE OVERRUN (COOL DOWN) TIMER, HP = KW X 100 A, FURNISH AND INSTALL THE PANELBOARD FOR LIGHTING AND POWER A. PROVIDE ALL REQUIRED HANGERS, SUPPORTS, SLEEVES, ADJUSTABLE TO 30 MINUTES. .746 X GENERATOR EFFICIENCY CLAMPS, ETC., AS REQUIRED AND AS INDICATED ON THE L. SINGLE SOLENOID OPERATOR FOR DELAY AS INDICATED AND AS SCHEDULED ON THE DRAWINGS, DRAWINGS. TRANSITION. C. THE ENGINE SHALL BE CAPABLE OF RATED AND M. INTERNAL MANUAL/MAINTENANCE OPERATOR TO CONFORM WITH SATISFACTORY PERFORMANCE ON NATURAL GAS FUEL, B. PANELBOARD SHALL BE OF DEAD FRONT CONSTRUCTION WITH B3, LIGHTING FIXTURES SHALL BE SUPPORTED AND HUNG FROM U.L. NO. 1008 SHALL BE PROVIDED FOR CUSTOMER USE. CEILING N. EQUIPMENT GROUND LUG. THERMAL MAGNETIC CIRCUIT AND SHALL CONFORM TO THE BUILDING STEEL OR MASONRY, INDEPENDENT OF THE REQUIREMENTS OF NEMA AND NEC. ALL PANELBOARDS SHALL BE CONSTRUCTION EITHER USING RODS, CHAIN HANGERS, WIRE 0. SIGNAL LIGHT (GREEN). INDICATES NORMAL SOURCE AVAILABLE, 2. COOLING SYSTEM UL APPROVED AND LABELED, OR MECHANICAL SUSPENSION CHANNEL. INSTALLED AND CONNECTED ON ENCLOSURE DOOR. P. SIGNAL LIGHT (RED). INDICATES EMERGENCY SOURCE AVAILABLE, A. A UNIT MOUNTED RADIATOR SHALL BE FURNISHED COMPLETE WITH t 19. OUTLET BOXES INSTALLED AND CONNECTED ON ENCLOSURE DOOR. BLOWER (PUSHER) COOLING FAN AND BE DESIGNED TO ACCEPT A V / C. STEEL CABIN SHALL CONSIST D, CIRCUIT BREAKERS, CODE GAUGE Q. SOLID NEUTRAL, WITH FULL RATED TERMINAL LUGS. RADIATOR DUCT FLANGE. THE INSTALLING CONTRACTOR SHALL PROVIDE STEEL CABINET OR BACKBOARD, BUS ASSEMBLY, TRIM WITH CODE GAUGE GALVANIZED STEEL DOORS. GUTTER SPACE SHALL BE A A. OUTLET BOXES SHALL BE ONE PIECE GALVANIZED R. (2) AUXILIARY CONTACTS, CLOSED ON NORMAL. THE DUCTING AND FLEXIBLE DUCT SECTION BETWEEN THE RADIATOR O MINIMUM OF 4" ON ALL SIDES, CONSTRUCTION MEETING NEC REQUIREMENTS, OF PROPER S. (3) AUXILIARY CONTACTS, CLOSED ON EMERGENCY. DUCT FLANGE AND THE DISCHARGE LOUVER AND DAMPER. THE SIZE AND SUITABLE FOR LOCATION INDICATED ON THE T. ENGINE GENERATOR EXERCISING TIMER, WITH LOAD/NO LOAD DISCHARGE DUCT SHALL BE DESIGNED TO LIMIT AIRFLOW RESTRICTION, Q - D. CIRCUIT BREAKERS OF THE QUICK-MAKE, QUICK-BREAK TRIP DRAWINGS. SELECTOR, ADJUSTABLE IN 15 MINUT INCREMENTS. AT THE DESIGN FLOW IN CFM, TO NOT MORE THAN .5 INCHES FREE THERMAL MAGNETIC TYPE WITH CHARACTERISTICS AS SCHEDULED. U. SELECTIVE LOAD DISCONNECT CONTROL CIRCUIT WITH (2) SETS AUTOMATIC TRIPPING SHALL BE CLEARLY INDICATED BY THE OPERATING g, OUTLET BOXES IN WALL PARTITIONS SHALL NOT BE INSTALLED OF DOUBLE THROW CONTACTS RATED 3 AMPS, 480 VOLTS AC COLUMN OF WATER. DISCHARGE LOUVER AND DAMPER RESTRICTION L MUST BE CONSIDERED IN DUCT DESIGN. BIDDER MUST INCLUDE ALL O HANDLE ASSUMING A MID-POSITION BETWEEN ON AND OFF. TWO BACK TO BACK. TO OPERATE AN ADJUSTABLE TIME DELAY FROM 1 SECOND TO AIRFLOW REQUIREMENTS FOR THE GENERATOR SET AT THE SPECIFIED AND THREE POLE BREAKERS SHALL HAVE COMMON TRIP. ALL CIRCUIT 5 MINUTES BEFORE TRANSFER OF THE ATS AND RESETTING ANv AMBIENT TEMPERATURE. THE COOLING SYSTEM WILL BE SUPPLIED Q BREAKERS SHALL BE BOLT-ON TYPE. C. BOXES FOR EXTERIOR WORK SHALL BE FS OR FD SERIES, ADJUSTABLE 1 SECOND TO 5 MINUTES AFTER TRANSFER. WITH CORROSION INHIBITOR AND/OR WITH ETHYLENE GLYCOL BASE J 'I WITH CADMIUM PLATED COVERS. STEEL BOXES WILL NOT BE V. EQUIPMENT GROUND LUG, AL-CU LISTED SOLDERLESS SCREW ANTIFREEZE TO MEET THE SPECIFIED AMBIENT TEMPERATURE. 1�-- E. ALL PANELBOARDS SHALL BE PROVIDED WITH SOLID NEUTRALS. IN PERMITTED. TYPE LUG RATED FOR THE SPECIFIC CABLE SIZE. ADDITION, GROUNDING BUS WITH LUGS SHALL BE PROVIDED ON ALL W. ALL CUSTOMER CONNECTIONS TO TERMINATE AT COMMON PANELBOARDS MEETING UL AND NEMA STANDARDS. ALL BUSSWORK 20. PULL & JUNCTION BOXES CUSTOMER TERMINAL BLOCK, INSTALLED AND CONNECTED 3. EXHAUST SYSTEM z SHALL BE COPPER. INSIDE ENCLOSURE. A. AN EXHAUST SILENCER SHALL BE FURNISHED OF INDUSTRIAL F. TWO MILLED TYPE KEYS SHALL BE PROVIDED WITH EACH PANEL AND A. PULL BOXES SHALL BE CONSTRUCTED OF CODE GAUGE X. (TWO) TOGGLE SWITCHES FOR SELECTING AUTOMATIC OR MANUAL STANDARD CONSTRUCTION, ALL WELDED, FOR STATIONARY ENGINE OL GALVANIZED STEEL AND SHALL BE INSTALLED AT POINTS TRANSFER AND RETRANSFER. SELECTS AUTOMATIC OR MANUALz ALL PANEL LOCKS SHALL BE KEYED ALIKE. APPLICATION, THE SILENCER SHALL ATTENUATE EXHAUST NOISE TO > DIMENSION SHALL NOT BE LESS THAN NEC REQUIREMENTS. IN THE MANUAL MODE. INSTALLED AND CONNECTED ON ENCLOSURE J_ WHETHER INDICATED ON THE DRAWINGS OR NOT. MINIMUM OPERATION, INITIATES TRANSFER TO THE SELECTE D SOURCE WHEN A CRITICAL LEVEL. A SEAMLESS, CONVOLUTED FLEXIBLE EXHAUST CONNECTOR SHALL BE PROVIDED. IT SHALL BE A MINIMUM OF 18 O G. BUS ARRANGEMENTS SHALL BE SEQUENCE PHASED SUCH THAT DOOR. INCHES LONG. THE ENTIRE EXHAUST SYSTEM AND SILENCER SHALL ADJACENT SINGLE POLE BREAKERS SHALL BE CONNECTED TO 21 . FEEDER & BRANCH CIRCUIT CONDUCTORS BE SUPPORTED INDEPENDENTLY OF THE GENERATOR SET TO PREVENT ClPPOSITE PHASES IN SUCH A MANNER, SUCH THAT ANY TWO OR 1- THREE POLE BREAKERS COULD BE INSTALLED ANYWHERE IN THE TRANSMISSION OF VIBRATION AND ALLOW FOR EXPANSION. LONG L PANELBOARD. A. ALL FEEDER, BRANCH CIRCUIT, REMOTE CONTROL, SIGNAL C. WARRANTY CIRCUIT AND INTERLOCK WIRING SHALL BE MANUFACTURED A. STANDARD. ONE-YEAR WARRANTY COVERING, ACCESSORIES AND RADIUS, LOW RESTRICTION FITTINGS WILL BE USED THROUGHOUT, � V 0 VOLTS. AUTOMATIC TRANSFER SWITCH FOR DEFECTS IN MATERIAL OR AND PIPE SIZE SHALL BE SUFFICIENTLY LARGE TO HANDLE THE _ OF COPPER AND RATED 60 9. SURGE ARRESTER WORKMANSHIP. ENGINE EXHAUST FLOW AT FULL LOAD WITHOUT CAUSING BACK - PRESSURE IN EXCESS OF THAT ALLOWED BY THE ENGINE MANUFACTURER. A. FURNISH AND INSTALL A SURGE ARRESTER AS SHOWN ON THE B. MINIMUM SIZE WIRE FOR BRANCH CIRCUIT AND POWER v DRAWINGS. WIRING SHALL BE #12 AWG. 25. ENGINE GENERATOR AN POWER � C. INSULATION TYPE SHALL BE XHHW FOR FEEDERS D A. GENERAL: B. SURGE ARRESTER SHALL BE JOSLYN CAT, NO. 1455-85 OR EQUAL. WIRING: THHN/THWN FOR LIGHTING, REMOTE CONTROL, SIGNAL SIGNAL CIRCUITS AND FIRE ALARM WIRING. THE GENERATOR SHALL BE A NEW, FACTORY ASSEMBLED AND TESTED UA SYSTEM. THE GENERATOR SET SYSTEM WILL BE SUPPORTED BY O O 10. MOTOR DISCONNECT DEVICES D. ALL EXTERIOR WIRING SHALL BE TYPE XHHW UNLESS SUPPORTED ASSURANCE CERTIFICATION AND BE OF CERTIFIED N N OTHERWISE INDICATED ON THE DRAWINGS. OUTPUT AS MANUFACTURED BY KOHLER OR EQUAL. THE ENGINE A. FURNISH AND INSTALL ALL MOTOR DISCONNECTS AS INDICATED ON GENERATOR WILL BE SUPPLIED WITH ALL THE NECESSARY ACCESSORIES THE DRAWINGS AND AS REQUIRED BY NEC. E. ALL WIRING SHALL CONFORM TO THE NATIONAL AND CONTROLS TO MEET THE INTENT OF THESE SPECIFICATIONS ELECTRICAL CODE FOR CONSTRUCTION AND USE. AND TO PROVIDE A COMPLETE STANDBY POWER SYSTEM. ANY MAJOR EXCEPTION TO THIS SPECIFICATION WILL BE SUFFICIENT CAUSE FOR 11 . LIGHTING REJECTION OF BIDS. '" -` -I'}ur• C%:��c THE 22. WIRING DEVICES A. FURNISH AND INSTALL ALL LIGHTING TURES SHALL BE ISDUPPORTDEDNFROM THE DRAWINGS. ALL THE LIGHTING A. FURNISH AND INSTALL WIRING DEVICES, AND BUILDING STRUCTURE EITHER USING RODS, CHAIN HANGERS, WIRE SPECIFICATION GRADE, COMPLETE WITH ALL ACCESSORIES OR MECHANICAL SUSPENSION CHANNEL. AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREUNDER. ALL WIRING DEVICES SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER EXCEPT WHERE SPECIFICALLY STATED OTHERWISE. 12. SECURITY MAGNETIC DOOR SWITCH Q A. FURNISH AND INSTALL A SECURITY MAGNETIC DOOR SWITCH AS SHOWN ON THE DRAWINGS AND ASSOCIATED WIRING. c; DO348 4/Iq/OI NO SCALE KMG .J L. KMG RWB A/r, �.. E-5 00 Fu) u') 4. FUEL SYSTEM 21. FOUR-HOUR LOAD TEST V- 1� 14. GENERATOR VOLTAGE REGULATOR A. THE FUEL TYPE SHALL BE NATURAL GAS 35. ELECTRICAL CONTRACTOR SHALL PERFORM HIS WORK IN A } Q A. T AUTOMATIC VOLTAGE REGULATOR WILL C SUPPLIED A. A FOUR (4) HOUR LOAD TEST SHALL BE PERFORMED ON NEAT AND ORDERLY, WORKMANLIKE MANNER. ALL REFUSE, L B. FLEXIBLE FUEL CONNECTORS WILL BE SUPPLIED TO ISOLATE TO MATCH THE GENERATOR AND EXCITER CHARACTERISTICS. THE GENERATOR AFTER INSTALLATION. A STEPPED RESISTOR DIRT, AND DEBRIS RESULTANT FROM HIS WORK SHALL BE . VIBRATION AT THE ENGINE. IT WILL BE OF THE SOLID STATE TYPE. IT WILL REGULATE THE GENERATOR OUTPUT VOLTAGE FROM NO LOAD TO co � BANK SHALL BE USED FOR THE TEST. TEST RESULTS REMOVED AND PROPERLY DISPOSED OF AT THE END OF THE DAY.SHALL BE WRITTEN AND GIVEN TO THE ENGINEER. C1, FULL LOAD WITHIN WHIG A.. IL VOLTAGE ADJUST POTENTIOMETER ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER co 5. ENGINE LUBRICATION SYSTEM WILL BE SUPPLIED WHICH WILL PROVIDE AN ADJUSTMENT AND SHALL PRESENT A NEAT APPEARANCE WHEN COMPLETED, � RANGE OF +/- 5% OF OUTPUT VOLTAGE. THE REGULATOR 22. WARRANTY AND SHALL INCLUDE THE FURNISHING AND INSTALLATION A. THE ENGINE WILL BE FURNISHED WITH A GEAR TYPE LUBE RESPONSE TO A FULL LOAD APPLICATION SHALL BE A OF A COMPLETE ELECTRICAL SYSTEM INCLUDING ANY Q OIL PUMP WHICH WILL FURNISH OIL UNDER PRESSURE TO MAXIMUM OF 2 SECONDS TO A STEADY STATE OF +/1�. A. STANDARD. ONE-YEAR WARRANTY COVERING ENGINE GENERATOR O SET, AND ACCESSORIES FOR DEFECTS MATERIAL OR DEMOLITION, PANELBOARDS, CIRCUIT BREAKERS, LIGHTING .� MOVING PARTS. FULL FLOW LUBE OIL FILTERS WILL BE THE REGULATOR AND GENERATOR WILL BE PROTECTED WORKMANSHIP, FIXTURES, FIRE ALARM EQUIPMENT, TRANSFORMERS, CONDUITS, co PROVIDED IN ADDITION TO A BYPASS VALVE WHICH WILL BY A MAIN LINE CIRCUIT BREAKER SIZED TO THE FULL RACEWAYS, WIRING, JUNCTION BOXES, RECEPTACLES, LL -0 co EVENTALLOW LUBE OIL ALLOW LUBE OIL CIRCULATION IN THE DUTPUT OF THE GENERATOR SYSTEM. SWITCHES, SUPPORTS, AND ALL OTHER NECESSARY (n EVENT OF A FAILURE OF THE FILTERING SYSTEM. 27. TELEPHONE SERVICE 15. GENERATOR CONTROL PANEL APPURTENANCES REQUIRED FOR A COMPLETE OPERATIONAL CD (3)6. ENGINE GOVERNING SYSTEM A. FURNISH AND INSTALL A COMPLETE NEW TELEPHONE SYSTEM, INCLUDING THE HANGING AND LAMPING OF ALL CFIXTURES. �. A. GENERATOR CONTROL PANEL WILL BE SUPPLIED TO SERVICE FROM BUILDING MAIN TELEPHONE BOARD TO a.i A. THE ENGINE GENERATOR SET WILL BE PROVIDED WITH AN MONITOR THE GENERATOR OUTPUT. THE GENERATOR THE EQUIPMENT ROOM. 36. ELECTRICAL CONTRACTOR IS REQUIRED TO COORDINATE HIS ELECTRONIC PRECISION GOVERNOR OF THE CONTENT SPEED CONTROL PANEL WILL BE A NEMA 12 DRIP/DUSTPROOF WORK WITH ALL UTILITIES INVOLVED. TYPE. THE GOVERNOR SHALL BE CAPABLE OF MAINTAINING ENCLOSURE, UNIT MOUNTED ON VIBRATION ISOLATORS B. MATERIALS AND INSTALLATION: A STEADY STATE BAND WIDTH OF NOT MORE THAN +/0.25%, ON THE GENERATOR SET. THE CONTROL PANEL WILL BE 37. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR FOLLOWING AT ANY CONSTANT LOAD, FROM NO LOAD TO FULL LOAD. COMPLETELY HAND WIRED. COMPLETE AS-WIRED DRAWINGS 1. FURNISH AND INSTALL A 2" TELEPHONE SERVICE CONDUIT THE MANUFACTURER'S INSTALLATION RECOMMENDATIONS AND THE GOVERNOR WILL MAINTAIN GOVERNED SPEED AT 60 WILL BE FURNISHED. THE CONTROL PANEL WILL INCLUDE: WITH PULL WIRES FOR THE TELEPHONE SYSTEM. DIRECTIONS FOR ALL EQUIPMENT AND MATERIALS USED. HERTZ AT ANY LOAD, FROM NO LOAD TO FULL LOAD. 45 SERIES CONTROL PANEL INCLUDES: 2. FURNISH AND INSTALL STANDARD OUTLET BOXES WITH 38. IF CONFLICTS ARISE FROM EQUIPMENT INSTALLATION, SCHEDULING, MODULAR TELEPHONE JACKS AT LOCATIONS INDICATED ETC., THESE SHALL BE RESOLVED AS DIRECTED BY VERIZON 7. STARTING SYSTEM 1) VOLT METER 3 «", 27. ACCURACY. ON THE DRAWINGS. WIRELESS TO THE ENTIRE SATISFACTION OF VERIZON WIRELESS. 2) AMMETER 3 r", 2% ACCURACY. 3. FURNISH AND INSTALL CONDUIT AND PULL WIRE FROM 39. UPON COMPLETION OF THE WORK, THE ELECTRICAL CONTRACTOR A. THE ENGINE WILL BE EQUIPPED WITH AN ELECTRIC, DC 3) FREQUENCY METER - 3 (<", 5565 HZ, DIAL TYPE. TELEPHONE PANELS TO EACH TELEPHONE/OUTLET. STARTING MOTOR, POSITIVE ENGAGEMENT, OF SUFFICIENT 4) COMBINATION VOLT/AMMETER SELECTOR SWITCH, SHALL BE REQUIRED TO DEMONSTRATE PROPER OPERATION MINUTE WITHOUT OVERHEATING. OF ALL SYSTEMS AND EQUIPMENT IN THE PRESENCE OF THE FOR ONE M CAPACITY CRANK THE ENGINE A TING.STARTING SPEED 4 POSITION, 3 PHASE OR 3 POSITION, SINGLE PHASE 28. FURNISH AND INSTALL NAMEPLATES ON ALL ELECTRICAL OWNER AND THE ENGINEER PRIOR TO ACCEPTANCE BY THE 5) THREE POSITION ENGINE SWITCH - AUTO, OFF, EQUIPMENT (SCREW ON TYPE), OWNER. WRITTEN RESULTS FOR ALL TESTS AND OPERATIONS B. THE AUTOMATIC ENGINE CONTROL WILL BE SUPPLIED WHICH MANUAL. SHALL BE SUBMITTED TO THE OWNER OR OWNER'S AGENT29. ALL EQUIPMENT EXPOSED TO MOISTURE SHALL BE OF THE (ENGINEER), WILL START AND STOP THE SET IN RESPONSE TO AN 6) ENGINE GAUGES - BATTERY CHARGE AMMETER, OIL APPROPRIATE (NEMA) WEATHERPROOF TYPE. SEAL ALL CONDUITS L MATERIALS SHALL BE NEW (UNLESS OTHERWISE SPECIFIED EXTERNAL CONTACT POSITION. (2 WIRE, CLOSED TO RUN, PRESSURE, WATER TEMPERATURE, AND HOUR METER. THAT PENETRATE EXTERIOR WALLS. 40, AL THE DRAWINGS) AND SHALL CONFORM TO THE NEMA ED OPEN TO STOP.) THE ENGINE CONTROL WILL ACCOMMODATE 7) FAILURE LIGHTS - HIGH WATER TEMPERATURE, LOW NATIONAL ELECTRIC CODE (MEC) AND UNDER WRITERS c cn _ m o � ALL REQUIREMENTS OF NFPA-1 10 CARE APPLICATION. THE 30. PERFORM ALL TESTS REQUIRED AND VERIFY CORRECT ROTATION LABORATORIES INC. STANDARDS IN EVERY CASE WHERE " CONTROL WILL PROVIDE ATHREE-POSITION ENGINE CONTROL OIL TEMPERATURE, OVERCRANK, AND OVERSPEED. OF ALL MOTORIZED EQUIPMENT. PHASE BALANCE ALL PANELBOARDS SUCH A STANDARD HAS BEEN ESTABLISHED FOR THE PARTICULAR -t v W add L Nco0 SWITCH AUTOMATIC/OFF/MANUAL). IN THE FIELD. TYPE OF MATERIAL IN QUESTION. � � p � ��'J 16. VIBRATION ISOLATION � ` Q s A. COMPLETE TEST AND INSPECTION RECORDS SHALL BE CO C C. CRANKING: 43 A. PAID VIBRATION ISOLATOR BETWEEN ENGINE GENERATOR MADE AND INCORPORATED INTO A REPORT FOR EACH PIECE 41. ANY MATERIAL, ITEM OR WORK NOT SHOWN ON THE DRAWINGS BUT MENTIONED ON THE SPECIFICATIONS OR VICE-VERSA, OR w � ~' 1. A CYCLIC, ADJUSTABLE OVERALL CRANKING CYCLE OF AND FOUNDATION. OF EQUIPMENT TESTED. ALL READINGS TAKEN SHALL BE ANY ACCESSORIES NECESSARY TO MAKE THE WORK COMPLETE � � 60 TO 120 SECONDS WITH CRANK AND RESET PERIODS RECORDED. TEST REPORTS SHALL BE SUBMITTED TO IN ALL RESPECTS AND READY FOR OPERATION SHALL M ADJUSTABLE FROM 10 TO 30 SECONDS. 17. TESTING VERIZON WIRELESS FOR APPROVAL, a w a� INCLUDED IN THE CONTRACTORS BID, AND SUCH ITEMS SHALL � _ � T w � W NOT BE A CAUSE FOR EXTRA WORK OR EXTRA COST TO OWNER. ^ 2. ENGINE SAFETY SHUTDOWN CONTROLS TO SHUT THE A. FACTORY TESTING: B. FURNISH NECESSARY METERS, INSTRUMENTS, TEMPORARY J W c ENGINE DOWN IN THE EVENT OF: THIE GENERATOR SET WILL BE TESTED AND PERFORMANCE WIRING AND LABOR TO PERFORM ALL REQUIRED TESTS 42. THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE TO MAKElk ASISURANCE CERTIFICATION WILL BE COMPLETED AT THE AND ADJUSTMENTS OF EQUIPMENT AND WIRING INSTALLED HIMSELF AWARE OF THE EXISTING CONDITIONS AND EXISTING Ir co ? r �' ° Y o A) HIGH JACKET WATER TEMPERATURE FACTORY ON THE UNIT. TESTS SHALL INCLUDE 3-HOUR AND/OR CONNECTED UNDER THIS CONTRACT, INCLUDING EQUIPMENT. ,V ELECTRICAL EQUIPMENT FURNISHED BY OTHERS, TO DETERMINE z10v rJ m F < B LOW LUBRICATING OIL PRESSURE LOAD BANK AT FULL LOAD AND 1-HOUR OF BUILDING LOAD. W -- r 1 w C) OVERCRANK (FAILURE TO START) THE TEST METERING WILL HAVE AN ACCURACY OF 1% OR PROPER POLARITY, PHASING, FREEDOM FROM GROUND 43. THE MODIFICATIONS TO THE BUILDINGS FIRE ALARM SYSTEM J a i D) OVERSPEED AND SHORTS AND OPERATION OF EQUIPMENT. ALL MEASURING SHALL BE IN ACCORDANCE WITH THE LOCAL FIRE DEPARTMENT o a 3 W E) LOSS OF COOLANT BETTER, AND THE METERING USED IN TESTING WILL BE INSTRUMENTS SHALL BE PROPERLY CALIBRATED. 0 W 0 3 REGULARLY CALIBRATED AND TRACEABLE TO THE NATIONAL STANDARDS & REGULATIONS, NEPA AND ADA (AMERICANS a' BUIREAU OF STANDARDS. THE CERTIFIED TEST OF THE C. ALL MATERIALS AND MANNER OF INSTALLATION SHALL BE WITH DISABILITIES ACT) REGULATIONS. ®j 8. GENERATOR SET STARTING BATTERY ENIGINE-GENERATOR PERFORMANCE WILL BE PROVIDED AND IN STRICT ACCORDANCE WITH THE APPLICABLE REQUIREMENTS A. A LEAD-ACID, HEAVY-DUTY BATTERY WILL BE FURNISHED WILL INCLUDE THE FOLLOWING: IEEE 115 OR MIL STD 705. OF STATE AND LOCAL AUTHORITIES, THE UTILITY COMPANY • FURNISH AND INSTALL FIRE ALARM HORN/STROBE AND OF SUFFICIENT CAPACITY TO PROVIDE A MINIMUM OF THREE 1AND THE CODES OF NATIONAL BOARD OF FIRE UNDERWRITERS, TIE INTO BUILDING'S EXISTING FIRE ALARM SYSTEM. ;) FULL LOAD AT RATED POWER FACTOR WILL BE APPLIED. FULL CYCLE STARTS. 2) FULL LOAD AT UNITY, 0.1 PF. D. WHENEVER ANY OF THE AFOREMENTIONED CODES, LAWS, • FURNISH AND INSTALL FIRE ALARM SMOKE DETECTOR AND ETC., REQUIRE THAT ANY WORK BE TESTED OR APPROVED, TIE INTO BUILDING'S EXISTING FIRE ALARM SYSTEM. B. A BATTERY BOX WILL BE FURNISHED. 3) RECORDINGS OF THE MAXIMUM LOAD CARRYING CAPABILITY THE CONTRACTOR SHALL PROVIDE PROPER FACILITIES FOR OF THE ENGINE GENERATOR SET. ACCESS AND FOR INSPECTION, ALL AT HIS OWN EXPENSE. C. BATTERY STARTING CABLE WILL BE FURNISHED, OF ADEQUATE 4) MAXIMUM SINGLE BLOCK LOAD PICKUP CAPABILITY. 44, TEMPORARY ELECTRIC SERVICE SIZE AND LENGTH. 5) TIME OF TEST, E. WIRING A. CONTRACTOR SHALL PROVIDE TEMPORARY ELECTRICAL SERVICE FOR POWER TOOLS, ILLUMINATION, ETC., ELECTRICAL 6) AMPERES. 1. THE CONTRACTOR SHALL CORRECT OR REPLACE ANY ENERGY WILL BE PAID FOR BY THE OWNER. NOMINAL CURRENT-CARRYING CIRCUIT WHICH IS DEFECTIVE 9. BATTERY CHARGER 7) VOLTAGE. OR GROUNDED AND HE SHALL ALSO CORRECT ALL OTHER B. CONTRACTOR SHALL PROVIDE ALL TEMPORARY LIGHTING } A, AN AUTOMATIC SOLID STATE BATTERY CHARGER WILL BE 8) KILOWATTS. TROUBLES ENCOUNTERED BY THESE TESTS. ALL DEFECTS REQUIRED DURING THE PROGRESS OF THE WORK TO SUPPLIED IN A NEMA I STAINLESS STEEL ENCLOSURE. THE 9) KVA WHETHER THROUGH FAULTY WORKMANSHIP OR MATERIAL ADEQUATELY ILLUMINATE WORKING AREA. FURNISHED SHALL BE CORRECTED UNDER THIS SECTION CHARGER WILL INCLUDE EXPLOSION PROOF COMPONENTS FOR SAFETY, A DC AMMETER TO INDICATE CHARGING 10) FREQUENCY: AT NO LOAD, FULL LOAD RATED, AND AT THE CONTRACTOR'S EXPENSE. C, ALL TEMPORARY ELECTRICAL WORK SHALL BE IN ACCORDANCE MAXIMUM OUTPUT. RATE, ON/OFF SWITCH, PILOT LIGHT, AC CIRCUIT BREAKER F. GROUNDING SYSTEM WITH THE APPLICABLE REQUIREMENTS BIDDING, BUT ONLY AND DC FUSE. THE CHARGER WILL A MINIMUM OF 5 AMP, 1 1) REGULATOR RANGE ADJUST. AS VOLUNTARY ALTERNATES AND THEY MUST MEET THE 1, THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS LETTER AND INTENT OF THE MASS ELECTRICAL 10. HEATER, STANDBY STARTING 12) PHASE SEQUENCE ON THREE PHASE. REQUIRED TO TEST THE GROUNDING NETWORK AND CODE, OSHA, AND ANY LOCAL REGULATIONS, CONTRACTOR 13) PHASE VOLTAGE BALANCE. SUBMIT TO THE ENGINEER COPIES OF TEST DATA, SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS, � Q A, A JACKET WATER HEATER WILL PROVIDED WHICH WILL 14) RESISTANCE OF EXCITER FIELD AND STARER. 2. MEGGER, VIBROGROUND, OR EQUIVALENT FOR EARTH- TO MAINTAIN THE ENGINE BLOCK AT 70 TO 100 DEGREES 15) TEST ALL CONTROL PANEL FUNCTIONS AND ALL ALARM Q BE THERMOSTATICALLY CONTROLLED CHARGES, ETC.. ED AND ADJUSTABLE RESISTANCE TESTING SHALL BE USED. THE INSTRUMENT'S D. THE TEMPORARY ELECTRICAL SERVICE AS WELL AS ALL Z PROCEDURES FOR THE FALL-OF-POTENTIAL METHOD LIGHT FIXTURES, RECEPTACLES, CABLES ETC. SHALL BE Q FAHRENHEIT TO ASSURE RAPID STARTING, THE HEATER AND SHUTDOWN CIRCUITS BY SIMULATING CONDITIONS. OR THREE-TERMINAL TEST SHALL BE FOLLOWED. REMOVED AFTER CONSTRUCTION IS COMPLETE. WILL BE FOR 208 VAC OPERATION THE HEATER WILL BE 16) INSULATION TEST, GENERATOR FIELD, EXCITER ARMATURE, Q l \ OF THE INDUSTRIAL TANK TYPE WITH CHECK VALVE- EXCITER FIELD, GENERATOR 3. EARTH RESISTANCE AND CONTINUITY TESTING SHALL BE 45, RECORD DRAWINGS �J THERMO-SYPHON CIRCULATION. CONDUCTED UNDER THE OBSERVATION OF THE ENGINEER, A 1 17) DIELECTRIC TEST, GENERATOR ARMATURE, GENERATOR TEST SHALL BE CONDUCTED ON GROUND NET INDEPENDENT A. CONTRACTOR SHALL PREPARE A COMPLETE SET OF RECORD Q 1� 11. ENGINE GAUGES FIELD, EXCITER ARMATURE, EXCITER FIELD. OF EXTERNAL GROUNDS, I.E., POWER POLES, ETC. CONSTRUCTION DRAWINGS & SUBMIT THEM TO VERIZON WIRELESS FOR APPROVAL, A. THE ENGINE WILL BE PROVIDE WITH A LUBRICATION OIL 18) LUBE OIL PRESSURE. 4. WHEN THE WORK ON THIS PROJECT HAS BEEN COMPLETED PRESSURE GAUGE, WATER TEMPERATURE GAUGE AND 19) WATER TEMPERATURE. AND IS READY FOR FINAL INSPECTION, SUCH INSPECTION46. SUBMIT SHOP DRAWINGS AND PRODUCT DATA WITHIN 10 DAYS CHARGE RATE AMMETER, ON THE ENGINE OR IN THE WILL BE MADE, AT THIS TIME, THE CONTRACTOR FOR AFTER AWARD OF CONTRACT. CHECK, STAMP, AND MARK Z GENERATOR CONTROL PANEL. 20) BATTERY CHARGE RATE. THE WORK OF THIS SECTION SHALL DEMONSTRATE THAT SUBMITTALS WITH PROJECT NAME BEFORE TRANSMITTING � 21) HEATERS, JACKET WATER AND/OR LUBE OIL. THE REQUIREMENTS OF THESE SPECIFICATIONS HAVE TO VERIZON WIRELESS. 1- 12. GENERATOR RATING BEEN MET. WRITTEN RESULTS FOR ALL TESTS SHALL Q O 22) ACCESSORIES. BE SUBMITTED TO THE ENGINEER. A. THE GENERATOR WILL BE RATED AT 45 KW, 50 KVA, 47. WHERE MATERIAL IS CALLED OUT IN THE LEGEND, FIXTURE v z L � 208 VOLTS, 3 PHASE, .8 POWER FACTOR, 60 HERTZ, 31, REFER TO STRUCTURAL PLAN AND DETAILS AND ELECTRICAL SCHEDULE, NOTES, SPECIFICATIONS, OR ELSEWHERE BY 0MANUFACTURER, TYPE OR CATALOG NUMBER, SUCH DESIGNATIONS 1800 RPM FOR STANDBY/NORMAL, LIGHTING PLAN FOR EXACT LOCATION OF LIGHTING FIXTURE. ARE TO ESTABLISH STANDARDS OF DESIRED QUALITY. O 18. ENCLOSURE ALL LIGHTING FIXTURES SHALL BE SUPPORTED FROM THE ACCEPTANCE OR REJECTIONS OF PROPOSED SUBSTITUTIONS 13. GENERATOR CONSTRUCTION BUILDING STRUCTURE. SHALL BE SUBJECT TO THE APPROVAL OF VERIZON WIRELESS. A. GENERATOR SHALL BE INSTALLED IN A SOUND ATTENUATED � A. THE POWER GENERATOR WILL BE OF THE SALIENT POLE WEATHERPROOF ENCLOSURE. 32. ALL ELECTRICAL WORK SHALL BE GUARANTEED FOR A PERIOD Lu 'I - - SYNCHRONOUS TYPE. THE GENERATOR WILL BE RATED OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. DEFECTS l�I j- x It AT 60 HERTZ. THE GENERATOR WILL BE EQUIPPED WITH 19. OIL AND ANTI-FREEZE SHALL BE CORRECTED WITHOUT CHARGE, INCLUDING ALL PATCHING, 48. FINAL INSPECTION 1- r' II AMORTISSEUR WINDINGS FOR EFFICIENT PARALLELING. PAINTING AND OTHER INCIDENTAL REPAIRS AND REPLACEMENTS. EFFICIENT PARALLELING. THE GENERATOR WILL BE OF A. ALL OIL AND ANTIFREEZE WILL BE INCLUDED BY THE GENERATOR COORDINATE ALL WORK WITH OTHER TRADES. FURNISH AND A. WHEN THE WORK ON THIS PROJECT HAS BEEN COMPLETED SINGLE BEARING FLANGE MOUNTED DESIGN. THE BEARING SET MANUFACTURER TO MEET LOCAL ENVIRONMENT. INSTALL ALL POWER AND CONTROL WIRING FOR A COMPLETE INSTALLATION. AND IS READY FOR FINAL INSPECTION, SUCH INSPECTION O V / -A WILL BE A SEALED, FRICTION LESS, CARTRIDGE TYPE. THE WILL BE MADE, AT THIS TIME, THE CONTRACTOR FOR THE WORK ILI Y . ON OF THIS SECTION SHALL DEMONSTRATE THAT THE REQUIREMENTS PILOTING TYPE. THE { COUPLING WILL H A LAMINATED, STEEL, SEMI-FLEXIBLE, EXCITER WILL BE DIRECT CONNECTED 20START IJP AND WARRANTY VALIDATION 33. FOR EXACT LOCATION OF MECHANICAL EQUIPMENT SEE MECHANICAL OF THESE SPECIFICATIONS HAVE BEEN MET. WRITTEN RESULTS FOR ALL TESTS SHALL BE SUBMITTED TO THE BRUSHLESS DESIGN. INSULATION CLASS WILL BE IN A. THE START UP OF EQUIPMENT WILL BE PERFORMED BY DRAWINGS. ACCORDANCE WITH THE MOST RECENT NEMA-MG-1.22.40 AN AUTHORIZED SERVICE STATION OF THE MANUFACTURER. ENGINEER, REQUIREMENTS FOR THE GENERATOR. THE GENERATOR THE TEST WILL INCLUDE INSTRUCTION TO PERSONNEL OF 34. ALL ELECTRICAL EQUIPMENT, MATERIALS, ETC, STORED ON WILL BE PROVIDED WITH A POWER TERMINAL CABINET NORMAL MAINTENANCE AND OPERATION UNDER EXISTING SITE SHALL BE STORED IN SUCH A MANNER THAT IT IS SAFE ADEQUATE SIZE FOR CONNECTION OF LOAD CONDUCTORS, AVAI LABILE LOAD. FROM DAMAGE BY MOISTURE, IMPACT, ETC. D0�48 4/19/01 NO SCALE KMG KMG RWB TO ROOF EXTERIOR GROUND BAR VIA VENT DUCT 00 (� C) CABINET CABINET INTERIOR MASTER GROUND BAR 1 #2 CABINET CABINET GSE ) DETAIL 'D' ON DRAWING I # #3 # M #2 AWG STRAINED COPPER VERIZON'S PROPOSED EQUIP. ROOM TO BUILDING MAIN H -- WATER SERVICE (TYP) ALO GROUND LOOP ) O M g AC- 2 CABLE TRAY AC-1 ( GROUND (TYP) AWG L.. .a M LL 4-a r. O 00 BOND DOOR AND FRAME C A TO HALO GROUND LOOP. T BOND DOOR TO DOOR S POWER TELEPHONE FRAME WITH BRAIDED BACKBOARD BATT, BATT. I GROUNDING STRAP. 'C' TAP HALO GROUND TC SA 24/24G CONNECTION (TYPICAL) SEE DETAIL 'B' ON P1 ' DRAWING G-2) 1 EQUIPMENT GROUND CONNECTION (TYPICAL) SEE DETAIL 'C' ON DRAWING G-2) � m Nov EQUIPMENT GROUNDING PLAN 0LCN 00 o (T _„ N ��� SCALE: 1/2"=l'-O" c O 3 co 00 3 �> < aw a� (5)I j W w L J cYo L l �/ m E� W aj u; ' v u Q N ; c vo ; v � GROUND BOND TO ANTENNAE .r (NP) `� ,% Ll 13 El ROOF HATCH DOWN TO VERIZON GENERATOR EXISITNG RTU EQUIPMENT ROOM HALO GROUND IN � ATIC VENT DUCT EXTERIOR GROUND ❑ I BAR I ° APPROX. LOCATION I Q OF VERIZON EQUIPMENT #2 AWG SOLID COPPER GROUND #2 AWG SOLID OF IN ATTIC I I RUN IN CABLE TRAY PARALLEL COPPER GROUND Z WITH COAX CABLES (TYP.) O I I (SEE DETAIL 'E' ON DWG G-1) O ~ EXIgITNG RTU I .-.� - I (J 1 ° } -A oN � � 00 cn Z UA $ � ZL D034e5 4/Iq/OI A5 NOTED KMG ROOF ANTENNA & GENERATOR GROUNDING PLAN KMG RWB SCALE: 1/8=1'-O'* N 00 8" MIN. Lo RADUIS 1/4"-20UNC X 1/2" BOLT (CU.) o 0 0n o 0 0 \ o[COMPRESSION TERMINAL ILSCO "CRS 2 NUT & WASHERS (TYP.) _ O p O p O p O O O 41J #2 INSULATED GREEN CD DOUBLE BOLT GROUND LUG M u u u (`J N N N `.♦j STRANDED TAP (CU.) T & B #53027 O N iv iv \ \ \ \ . k #2 AWG (INSULATED GREEN o I I I I .-} -1.59 0 N � co o, O I (� � co COPPER STRANDED WIRE TYP.) L #2 INSULATED GREEN 0 [0 00 DOUBLE CRIMP '0' TAP (TYP.) i 3/4 STRANDED TAP 1 3/41' [1175 ® ® ® (D ® ® ® ® ® ® ® ® ® � o � J #2 GREEN 2..[2.00 ® ® ® ® ® ® ® ® ® ® ® ® (D .�_ co STANDED TAP (CO.) A 2 3/4" [2.75 ® ® E) ® ® ® ® ® ® ® ® ® ® ® •L- -� co #2 AWG INSULATED GREEN TYPICAL EQUIPMENT GROUND CONNECTION 4 [4.00 -- � �0 COPPER SOLID WIRE (TYP.) DETAIL 'C' +Q + O � TYPICAL 'C' TAP HALO GROUND -NOT TO SCALE- O �: DETAIL 'B' NO. R415DA4 INSULATOR 7/16"0 MOUNTING HOLE (2) -NOT TO SCALE- 7/16"0 HOLE (42) WIRE RETAINER HARNESS N0. WBK71 WALL BRACKET 0 24" 0.C. TYP. NOTE: EXTERIOR GROUND BAR SHALL BE TINNED COPPER. TYPICAL GROUND BAR DETAIL D' SCALE: NOT TO SCALE TYPICAL HALO GROUND CORNER DETAIL 'A' -NOT TO SCALE- —#2 AWG (TYP,) SINGLE HOLE SOLID LUG (TYP.) `) #2 AWG SOLID m 110 L GROUND WIRE N � C --� z N Qt ANTENNA SUPPORT 6 1. Cc 00 .1 FRAME 11 IL 11- 1 mrom FPO CONNECDTION s y� (TYP.) a w N \ W -CABLE TRAY ANTENNA (TYP.) Q _ w T n DOWN TO HALO X11 q GROUND IN VERIZON u ro EQUIPMENT ROOM z J J o Q o NOTES: z m W 1 . CABLE SHIELDS, CABLE ENTRY HATCHPLATE, GUY WIRES a W z AND ANY OTHER METAL ASSOCIATED WITH THE ANTENNA OL W o EQUIPMENT SHALL BE CONNECTED TO THE #2 AWG ;rn i GROUND WIRE. CABLE SHIELDS SHOULD ALSO BE 5 BONDED JUST PRIOR TO ENTRY INTO THE BUILDING. 4dh13 TYPICAL CABLE TRAY & ANTENNA SUPPORT FRAME GROUNDING DETAIL 'E' NOT TO SCALE FROM ANTENNA GROUND SYSTEM WIREWAY J J J 1- Q EMERGENCY 18" X 4" X 1/4" L MAGNETIC- LIGHT GROUND BAR DOOR SWITCH (TYP.-2) 3/4"PVC -A4[ ,(1 1 #2 GND. SURGE Q AC-1 LAC-2 TO WATER SERVICE ARRESTER ALARM (BASEMENT) L ALARM T.C. LLI TERMINAL J J I 200A PNLBD. 0 CABINET O 208V ATS `P1 ' � O MAIN LIGHT o o BKR. SWITCH DUPLEX RECEPTACLE (TYP.) O o Q lu LIA T X Z ks) 0 o Z UA TYPICAL GROUNDING ELEVATION SCALE: NOT TO SCALE NOTES: 1 . ALL WIRE TO BE #2 INSULATED GREEN STRANDED TAP (CU) 2. BOND DOOR TO DOOR FRAME WITH BRAIDED GROUNDING STRAP. ID0348 4/Iq/OI 3. ALL CONDUIT RUNS SHALL BE GROUNDED USING A #6 INSULATED GREEN STRANDED JUMPER & WEAVER CLAMPS. NO SCALE KMG 4. NO CADWELD CONNECTIONS SHALL BE MADE WITHIN THE h. VERIZON EQUIPMENT ROOM. KMG "5 (5 -2 00 GENERAL NOTES AIR CONDITIONING UNIT SCHEDULE Q NOTE: KW BTU/HR NOMINAL TOTAL O.A. S P H.P. VOLTAGE WEIGHT MFG MODEL MANUFACTURERS, EQUIPMENT AND MATERIALS ""b",.A" Lam" MOUNT EXTERIOR REFRIGERANT SYMBOL HEATING COOLING TONS CFM CFM Equipment, materials and specialties shall be manufactured by nationally PIPING ON 4X4 PRESSURE 1 6 230 1 60 CARRIER 40QAB036 recognized organizations of at least five (5) years standing, each with a reputation TREATED WOOD SLEEPERS 4'-0" A/C-1 36,000 3 840 / / / of producing top-quality products in accordance with all applicable codes, M ON CENTER. FASTEN PIPING TO 1 standards, rules and regulations as most recently issued. SLEEPERS. A/C-2 1 CEILING MOUNTED AIR CONDITIONERS (CARRIER) Furnish and install air conditioners where shown on the drawings. E NOTE: Units A/C-1 and A/C-2 shall be manufactured by CARRIER or approved equal. 6X10 PITCH BOX IN ROOF EACH A/C UNIT SHALL BE PROVIDED WITH A REMOTE CONDENSING UNIT. CONDENSING UNIT SHALL BE A CARRIER MODEL 38HDC036 230/1/60 Each of units A/C-1 and A/C-2 shall be provided with three-speed evaporator fan L. 4-1 FOR REFRIGERANT PIPING TEMPERATURE CONTROLS SHALL BE 24 VOLT ELECTRO-MECHANICAL TYPE. motor, wired remote temperature controls, cleanable filters, and automatic indoor U_U_ CO AND ELECTRICAL CONDUIT fan speed control. (TYPICAL OF 2). Each of units CU-1 and CU-2 shall be provided with crankcase heaters*, scroll Q W 0 � compressors, high pressure and low pressure switches, 5-year compressor 0 0 temperature a ont ols**swind and liquidff ls*, winter line solenoid valve. control*, low ambient vvalve. - ° •o EXHAUST FAN SCHEDULE * Units mounted in a location exposed to the weather I CU i ELECTRICAL ELECTRICAL WORK MARK CFM S.P. RPM WATTS TYPE SERVICE MFG MODEL This contractor shall furnish to the Electrical Contractor all starting equipment VOLT 6 HZ except where it is an integral part of the machine controlled and all wiring EF-1 312 0.05" 1200 115 1 60 171 IN-LINE ROOM COOK GN 520 diagrams for the mechanical equipment. All power wiring, shall be provided by the EXHAUST electrical contractor. All control wiring shall be by the HVAC contractor. i I i CONDENSING UNIT ON ROOF � i--'-- ; I PIPING INSULATION MA MOUNT CONDENSING UNIT ON I NOTE: 6X6 PRESSURE TREATED o i �] ' 12X6 INTAKE DUCT UP i FAN SHALL BE PROVIDED WITH BACK DRAFT DAMPER AND DISCONNECT SWITCH. Insulation for pipe shall be glass fiber with a K factor of .24 at mean �-FROM BELOW TERMINATE , temperature with with a ry factory applied kraft reinforced foil all service vapor sy trier WOOD SLEEPERS. FIX SLEERERS i I jacket with a facto applied double pressure sensitive adhesive sealing stem. TO ROOF (TYPICAL OF 2). I i IN GOOSENECK. O Insulation for concealed fittings and valves shall be glass fiber blanket with a K i factor of .24 at 75F mean temperature with a factory applied kraft reinforced foil F7,1all service vapor barrier jacket. CU i o i NEMA 1 AUTOMATIC TEMPERATURE Exposed fittings, valves and flanges shall be insulated with molded fitting covers or 2 L✓ �] ,ENCLOSURE FOR TIMERRELAY AND fabricated segments of pipe insulation. 1--------------------- o ° TEMPERATURE CONTROL MOUNTING Insulation, jacket and sealant shall have a flame spread rating of 25 or less and a p © O ® ® ®■ ® ® r ® ® ® ® ® ® ® ® smoke developed rating of 50 or less per UL 723. Insulation shall be Owens-Corning Fiberglass ASJ/SSL-II or approved equal. Insulation thickness shall be as follows: 3/4" CONDENSATE DRAIN 12X6 EXHAUST DUCT UP , Condensate piping 1" y�n UP THROUGH ROOF. FROM BELOW TERMINATE Insulation on refrigerant suction piping shall be Armaflex 3/4 wall pipe insulation. e.tU TERMINATE IN ELBOW IN GOOSENECK. Insulation shall be slipped over piping not split and taped. Armaflex insulation r•1 LOOKING DOWN 12" shall be coated with two coats of Armaflex protective coating. All joints shall be ABOVE ROOF WITH SPLASH sealed. BLOCK. r Y r VIBRATION ISOLATION I I ' a� Q) Provide all items, articles, materials, operations or methods listed, mentioned or scheduled on Drawings and/or herein, Including all labor, materials, equipment and , (_0 L J L _ J ' incidentals necessary and required for their completion. 4� O o0 Unless otherwise noted, all rotating mechanical equipment shall be mounted and/or Ln hung on spring type vibration isolators to prevent the transmission of vibration •r-1 �L N HIGH TEMPERATURE SENSOR LOW TEMPERATURE SENSOR DAYTON 2E206 DAYTON 2E2O6 and mechanically transmitted sound to the building structure. All pipe connections � 00 to equipment shall be made with braided pipe vibration isolators. _ c0 (RANGE 70 - 130 F) (RANGE 0 - 70 F) ' PIPING o � . All condensate piping shall be Type "M" copper with 95/5 soldered joints. W CO ROUTE 125 All refrigerant piping shall be type L ACR copper with brazed joints. s L ® ® !�■ ® ® ® ® ®I■ ® ® ® 1� ® ® a � Cn AUTOMATIC TEMPERATURE CONTROL SYSTEM N > General: Of QJ CALLED system and install, as hereinafter specified, a complete electric temperature control LIJw NORTH NOTE: Z ROOF P The control system shall be installed by competent control mechanics and Z electricians regularly employed by the manufacturer of the control equipment. All ALL SENSORS SHALL BE RATED FOR 120 VOLT OPERATION w (APPROX. SCALE: 1/8"=1'-0") control equipment shall be the product of one manufacturer. U ALARM SET POINTS SHALL BE AS SPECIFIED BY VERIZON Scope: j The control system shall consist of all thermostats, temperature = ALL WIRING SHALL BE DONE IN ACCORDANCE WITH THE ELECTRICAL transmitters, controllers, switches, control panels, other accessory DRAWINGS AND SPECIFICATIONS. equipment along with a complete system of electrical conduit wiring and all other necessary equipment and labor to fill the intent of system. All control WIRING FROM THE SENSORS TO THE CONTROL CABINET SHALL BE equipment shall be fully proportioning, except as noted otherwise. INSTALLED BY THE ELECTRICAL CONTRACTOR. HVAC SYSTEM ALARM CONTROL WIRING DIAGRAM .� lipa (NO SCALE) E N THERMOSTAT SUBBASE NEMA 1 AUTOMATIC TEMPERATURE ENCLOSURE FOR TIMER, RELAY AND TEMPERATURE/HUMIDITY CONTROL MOUNTING. W1 W2 RC RH Y1 Y2 MARVAIR LEAD/LAG CONTROLLER. 120 VOLT Q REFRIGERANT PIPING Z UP THROUGH ROOF. _ a (TYPICAL). 1— ❑ ❑ _ J Q FILTER RAC R OR I mr� ® ■r■ ® ® ® ® ms ® mss ® o res ONE 12X12X2 3096 ❑ ® Y[21 Lc Z REFRIGERANT PIPING EFFICIENCY FILTER. ' MANUAL H 1 W1 W2 Z Q ADVANCE O TO CONDENSING UNIT HIGH TEMPERATURE NEMA 1 AUTOMATIC TEMPERATURE - ON ROOF (TYPICAL) ALARM SENSOR & EF 1 TIMER SWITCH. I CONTROLS CABINET. FAN ON FOR 15 MINUTES Z n LOW TEMPERATURE �� 1" Z ALARM SENSOR EVERY TWO HOURS. ' ( POWER O PROVIDE EXPANDED --- 12X6 UP TO GOOSENECK I METAL GRILL AT INLET F I ON ROOF ® ® ® 1®1 ® ® ■® ® s 1■i ON ~ � I 1 2 SWITCHING _ Q OF EXHAUST FAN. I ABINET ABINET INET ' I I EF-1 - RELAY C01 Z W ll Irl /3 i 3/4" CONDENSARTE LINE UP �� MD i TO ROOF. A/C 1 A/C-2 24 VDC Z f--- I 1C 1 C I 12X6 EXHAUST UP TO ' M 4PDT Z [� E GOOSENECK ON ROOF. J In BATT. D ® ® DAMPER R Y W C R Y W C C) N O THERMOSTAT FOR CONDENSATE PUMP ❑ MD Q AC-1 MOUNTED ON WALL D Li - FD WITH CHECK VALVE. ~ U COOLING THERMOSTAT NEW VERIZON ALARM TERMINALE W THERMOSTAT FOR STRIP NEMA 1 ENCLOSURE. AC-2 NOTE: z � � V) 3/4" CONDENSATE A/C UNIT SUSPENDED FROM DECK WHEN USING THIS CONTROLLER LINE (TYPICAL). AT BOTTORE M OF CEILING OF ENCLOSURE DISCONNECT THE TIME DELAY IN (TYPICAL OF 2). THE AIR CONDITIONER. 0 U o Revisions EXHAUST FAN EF-1 SHALL BE STARTED AND STOPPED THROUGH A 24 HOUR TIME CLOCK SWITCH AND A COOLING THERMOSTAT. THE TIME CLOCK SWITCH No. Descri tion Dal SHALL BE WIRED SO THAT EITHER DEVICE CAN START FAN. _qQ N% MOTORIZE DAMPER MD SHALL BE INTERLOCKED TO OPEN/CLOSE AS NOTE: :EXHAUST FAN EF-1 STARTS/STOPS. L R Y G W CJ ` R Y G W C Q THERMOSTAT HAS NO FAN SIGNAL, A/C-1 A/C-2 FA TN PLACE.Y OR FIELD JUMPER MUST ROUTE 125 Q CALLED NORTH PLAN EXHAUST FAN CONTROL WIRING DIAGRAM MARVAIR LL357 -- A WIRING SCHEMATIC Dei Job No.: Date: ATTIC FLOOR D0348 APRIL 17, 21 (1/8"=1'-0") (NO SCALE) Scale: Drawn by. (NO SCALE) 1/8"=1'-0" LTC Designed by. Checked by. LTC LTC Drawing No.: � II ` � FLLP151NG SFECIFICATIONS FIFRE LO DIVI5ION 15400 PLUMBING SPECIFICATIONS 2.04 SLEEVES. INSERTS AND ESCUTCHEONS DIVISION 15500 FIRE PROTECTION SPECIFICATIONS PART I - GENERAL A. ALL PIPES PASSING THROUGH FLOORS, WALLS, OR PARTITIONS SHALL BE PART i - GENERAL PROVIDED WITH SLEEVES HAVING AN INTERNAL DIAMETER ONE INCH LARGER c) 1.01 RELATED DOCUMENTS THAN THE OUTSIDE DIAMETER OF THE PIPE OR INSULATION ON COVERED LINES. 1.01 RELATED DOCUMENTS A. THI5 CONTRACT SHALL BE EXECUTED WITH AIA DOCUMENT. ALL A. THIS CONTRACT SHALL BE EXECUTED WITH AIA DOCUMENT. ALL OF THE PROVISIONS OF THE CONTRACT SHALL BE A PART OF THIS DIVISION. B. SLEEVES THROUGH OUTSIDE WALLS SHALL BE SCHEDULE 40 BLACK STEEL OF THE PROVISIONS OF THE CONTRACT SHALL BE A PART OF THIS DIVISION. co �' 0) :.: PIPE WITH a> 150 POUND BLACK STEEL SLIP ON WELDING FLANGES, WELDED B. THI5 CONTRACT SHALL BE A MINIMUM OF *1,000,000.00 AT THE CENTER OF THE SLEEVE AND SHALL BE PAINTED WITH ONE COAT OF B. TH15 CONTRACT SHALL BE A MINIMUM OF *1,000,000.00 CONTRACTOR'S LIABILITY INSURANCE AND SHALL SUBMIT A CERTIFICATE BITUMASTIC PAINT, INSIDE AND OUTSIDE. CONTRACTOR'S LIABILITY INSURANCE AND SHALL SUBMIT A CERTIFICATE OF INSURANCE PRIOR TO COMMENCING WORK OF INSURANCE PRIOR TO COMMENCING WORK. `' Q C. SLEEVES THROUGH MASONRY FLOORS AND INTERIOR MASONRY WALLS SHALL MR s"' -0 Ce) 1.02 SCOPE OF WORK 1.02 SCOPE OF WORK LL 4-1 BE SCHEDULE 40 BLACK STEEL PIPE. A. WITHOUT LIMITING THE GENERALITY THEREOF, PROVIDE ALL LABOR A. WITHOUT LIMITING THE GENERALITY THEREOF, PROVIDE ALL LABOR Q Q MATERIAL AND EQUIPMENT AS REQUIRED TO FURNISH AND INSTALL COMPLETE D. SLEEVE:5 THROUGH OUTSIDE WALLS SHALL BE PROVIDED WITH PIPE TO MATERIAL AND EQUIPMENT AS REQUIRED TO FURNISH AND INSTALL COMPLETE Q LO PLUMBING AND RELATED SYSTEMS AS DESCRIBED HEREIN: WALL, PENETRATION CLOSURES EQUAL TO LINE-SEAL THUNDERLINE PLUMBING AND RELATED SYSTEMS AS DESCRIBED HEREIN: I. NEW GAS PIPING AS REQUIRED FOR EMERGENCY GENERATOR INSTALLLATION. CORPORATION. SEALS SHALL BE MECHANICAL TYPE OF INTERLOCKINGRUBBER LI1NK5 SHAPED TO FILL SPACE BETWEEN PIPE AND SLEEVE. LINKS I. REMOVE EXISTING SPRINKLER HEADS AND RELATED PIPING TO ACCOMODATE 2. HANGERS AND SUPPORTS FOR NEW PIPING AND EXISTING PIPING WHERE REMOVAL SHALL BE ,ASSEMBLED WITH BOLTED TO FORM A BELT AROUND THE PIPE NEW BATTERY ROOM AS REQUIRED. OF EXISTING PIPING MAY REQUIRE ADDITIONAL HANGERS AND SUPPORTS. WITH PRESStURE PLATE UNDER EACH BOLT HEAD AND NUT. AFTER SEAL ASSEMBLY IS POSITIONED, TIGHTENING OF BOLTS WILL PROVIDE 2. FURNISH AND INSTALL NEW SPRINKLER HEADS AND RELATED PIPING ALL STRUCTURAL AND SEISMIC SUPPORTS. WATERTIGHT SEAL. THIS CONTRACTOR SHALL DETERMINE THE REQUIRED AS REQUIRED TO PROVIDE SPRINKLER COVERAGE AROUND BATTERY INSIDE DIAMETER OF EACH INDIVIDUAL SLEEVE BEFORE ORDERING, ROOM IN ACCORDANCE WITH NFPA13 , ORDINARY HAZARD GROUP I. 3. CORING AND DRILLING. FABRICATING OR INSTALLING. THE INSIDE DIAMETER OF EACH SLEEVE . HANGERS AND SUPPORTS FOR NEW PIPING ANC? EXISTING PIPING WHERE REMOVAL 4. CUTTING AND PATCHING OF WALLS AND CEILINGS AS REQUIRED. SHALL BE SIZED A5 RECOMMENDED BY THE MANUFACTURER TO FIT THE PIPE 3OF 3. EXISTING PIPING MAY REQUIRE ADDITIONAL HANGERS AND SUPPORTS. AND LINK-SEAL TO ASSURE A WATERTIGHT JOINT. ALL STRUCTURAL AND SEISMIC SUPPORTS. 5. TESTING OF ALL NEW PIPING AND EQUIPMENT. E. SLEEVES THROUGH INTERIOR NON-MASONRY WALLS OR PARTITIONS SHALL BE 4. CORING AND DRILLING. 6. PERMITS AND FEES. 22 GAUGE GALVANIZED SHEET STEEL. -1. COMPLETE (1) ONE YEAR GUARANTEE OF ALL LABOR, MATERIAL AND F. INSERTS SHALL BE INDIVIDUAL OR STRIP TYPE OF PRESSED STEEL 5. CUTTING AND PATCHING OF WALLS AND CEILINGS A5 REQUIRED, EQUIPMENT. CONSTRUCTION WITH ACCOMMODATION FOR REMOVABLE NUTS AND THREADED 6. SHUTTING DOWN, DRAINING AND RE-ACTIVATION OF SY5TEM5 AS REQUIRED. RODS UP TO 3/4" INCH DIAMETER, PERMITTING LATERAL ADJUSTMENT. `- PART 2 - MATERIALS INDIVIDUAL INSERTS SHALL HAVE AN OPENING AT THE TOPE TO ALLOW -1. TESTING OF ALL NEW PIPING AND EQUIPMENT, lU REINF=ORCING 8005 UP TO 1/2 INCH DIAMETER TO BE PASSED THROUGH THE 2.01 PIPING INSERT BODY. STRIP INSERTS SHALL HAVE ATTACHED RODS WITH HOOKED 6. PERMITS AND FEES. s A. GAS PIPING 2" AND SMALLER SHALL BE SCHEDULE 40 BLACK ENDS TO ALLOW FASTENING TO REINFORCING RODS. STEEL PIPE WITH THREADED EN05 AND 150 POUND BLACK MALLEABLE IRON 9. COMPLETE (1) ONE YEAR GUARANTEE OF ALL LABOR, MATERIAL AND FLAT BAND THREADED FITTINGS CONFORMING TO ANSI STANDARD Bi63. G. UNLESS OTHERWISE SPECIFIED HEREIN, ESCUTCHEONS SHALL BE CAST EQUIPMENT. GAS PIPING 2 1/2" AND LARGER SHALL BE SCHEDULE 40 BLACK STEEL PIPE BRA55 CHROME PLATED TYPE AND PROVIDED WITH A SET SCREW TO QL WITH WELDED JOINTS AND FITTINGS. PROPERLY HOLD ESCUTCHEON IN PLACE. 1.03 GENERAL REQUIREMENTS 6� B. STEEL, COPPER AND BRASS PIPE AND FITTINGS WITH SCREWED ENDS 2.05 SMOKE AND FIRE STOPPING 1. ALL FIRE PROTECTION SYSTEMS, EQUIPMENT AND PIPING SHALL BE INSTALLED AND TESTED Z 11> N SHALL HAVE IPS THREADS CUT CLEAN AND TRUE AND IN CONFORMANCE BY A SPRINKLER CONTRACTOR LICENSED IN THE STATE OF MASSACHUSETTS AND WITH THE ANSI SPECIFICATION E32-1 FOR TAPER THREADS. A. ALL PIPING B THROUGH FIRE-RATED WALLS, &LAS, ETC. SHALL HAVE STEEL EXPERIENCED IN THE INSTALLATION OF FM 200, AND SPRINKLER SYSTEMS. (HEREIN AFTER CALLED "THE CONTRACTOR". O O SLEEVES EXTENDING 2" ABOVE FLOOR THE SPACE BETWEEN THE PIPES 2. ALL WORK PERFORMED SHALL CONFORM TO THE APPLICABLE SECTIONS OF W i i 6 C. WELDED JOINTS FOR GAS PIPING SHALL BE PERFORMED BY A CERTIFIED WELDER AND THE 51LEEvE5 SHALL BE PACKED TO A DEPTH OF NOT LESS THAN ONE THE MASS. STATE BUILDING CODE NEPA 13 AND NEPA 2001, LATEST ACCEPTED EDITIONS ASQ � d- �- INCH FROM EITHER SIDE WITH ROCK WOOL. AFTER ROCK WOOL HAS BEEN WELL AS ALL RULES AND REGULATIONS OF THE AUTHORITY HAVING JURISDICTION. UJ (n mM 0 2.02 VALVES AND SUNDRIES INSTALLED AROUND PIPES, A 26" GAUGE SHEET METAL COLLAR SHALL BE LL O d- � i 3. ALL PIPING IN EXPOSED AREAS SHALL BE OF A TYPE SUITABLE FOR PAINTING LL. - i. A. NATURAL GAS SYSTEM VALVES: SECURED AROUND THE PIPE TO INSURE TIGHTNESS. Q (Y m I. SHUT-OFF VALVES 3" AND SMALLER: WATTS 8-6000-UL-YRPV SERIES BRONZE 4. THE CONTRACTOR SHALL PROVIDE FIRE5TOPPIN6 FOR ALL PENETRATIONS THRU FIRE WALLS Q O 00 -0 3 AND FIRE RATED SEPARATIONS. � V � � � � _ PART 3 EXECUTION 5. ALL SPRINKLER PIPING AND HEADS ARE SHOWN DIAGRAMMATICALY. THE CONTRACTOR SHALL ,L BALL VALVE, STANDARD PORT, 2-PIECE, VIRGIN PTFE OR DURAFILL SEATS, 3.01 GENERAL INSTALLATION W BRONZE BALL AND TEE HANDLE. COORDINATE WITH ALL OTHER TRADES BEFORE WORK BEGINS TO INSURE THAT NO INTERFERENCE'S Lu 2. SHUT-OFF VALVES: 4 INCHES AND LARGER SHALL BE SEMI-STEEL TAPERED A. INSTALL PIPING APPROXIMATELY AS SHOWN ON THE DRAWINGS AND A5 EXIST AND THAT ALL COMPONENTS OF THE SPRINKLER SYSTEM WILL FIT INTO THE SPACE. 4 0 Lu -J DIRECTED DURING INSTALLATION BY ARCHITECT OR ENGINEER'S TEFLON COATED, LUBRICATED PLUG VALVES, BOLTED GLAND TYPE 200 6. THE CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL AND ELECTRICAL CONTRACTORS FOR Q O Q POUND WOG WORKING PRESSURE, 400 POUND TEST, FLANGED ENDS AND REPRESENTATIVE. LOCATIONS OF DUCTWORK, DIFFUSERS AND LIGHT FIXTURES. CONTRACTOR SHALL X Z J N d COORDINATE WITH THE ARCHITECTURAL DRAWINGS FOR OTHER WORK AFFECTING THI5 TRADE. W N Q CL < WRENCH OPERATED. ROCKWELL FIG. 143, OR APPROVED EQUAL. B. PIPING SHALL BE INSTALLED AS STRAIGHT AND DIRECT AS LL LLI 3. SHUT-OFF VALVES SHALL BE PROVIDED WITH THE MANUFACTURER'S POSSIBLE, FOR`11NG RIGHT ANGLES OR PARALLEL LINES WITH �. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN ALL SCAFFOLDING AND HOISTING STANDARD 51ZE WRENCH FOR THAT PARTICULAR VALVE INSTALLED. BUILDING WALLS, OTHER PIPING AND BE NEATLY SPACED. EQUIPMENT NECESSARY FOR INSTALLATION OF WORK 8. THE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL PRODUCE A COMPLETE 2.03 HANGER AND ACCESSORIES C. THE HORIZONTAL RUNS OF PIPING, EXCEPT WHERE CONCEALED IN SET OF FABRICATION DRAWINGS. THESE DRAWINGS SHALL BE STAMPED AND SIGNED PARTITIONS, SHALL BE INSTALLED AS HIGH AS POSSIBLE. BY THE SPRINKLER CONTRACTORS REGISTERED FIRE PROTECTION ENGINEER AND SUBMITTED TO THE A. CARPENTER PATTERSON CATALOG NUMBERS SPECIFIED HEREIN ARE INTENDED LOCAL FIRE DEPARTMENT FOR APPROVAL. A5 A GUIDE FOR THE TYPE AND QUALITY TO BE FURNISHED AND INSTALLED D. SCREWED PIPING OF BRA55 OR CHROME-PLATED BRA55 SHALL BE MADE 9. THE DRAWINGS ARE NOT INTENDED TO SHOW EXACT FM 200 AND SPRINKLER HEAD LOCATIONS, NUMBER OF SPRINKLER BY THIS CONTRACTOR. UP WITH 5P'ECIALCARE TO AVOID MARRING OR DAMAGING PIPE D HEADS, OR THE EXACT ROUTING OF PIPING. THI5 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR- FITTING EXlrERIOR AND INTERIOR SURFACES. B. FRICTION CLAMPS SHALL BE EQUAL TO FIGURES 126 FOR CAST IRON OR STEEL PPE 10. PRIOR TO THE DESIGN OF ANY SPRINKLER SYSTEMS, THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH AND 126 CT FOR COPPER PIPE. ALL EXI5TING CONDITIONS. ANY APPARENT CONFLICTS WITH THE NEW WORK AND AND E. SCREWED PIPE AND COPPER TUBING SHALL BE REAMED SMOOTH BEFORE THE EXISTING CONDITIONS SHALL BE SUBMITTED TO THE OWNER IN WRITING. THE CONTRACTOR SHALL WORK OUT ANY C. HANGERS FOR CAST IRON, STEEL AND ALL INSULATED PIPING (INCLUDING INSTALLATION. CONFLICTS AS PART OF HIS FABRICATION DRAWINGS. INSULATED COPPER) SHALL BE CLEVIS TYPE EQUAL TO FIGURE 100. F. VERTICAL RI5ER5 SHALL BE FIRMLY SUPPORTED BY RISER CLAMPS, PROPERLY 11. ALL EXISTING CONDITIONS SHOWN ARE APPROXIMATE ONLY. ALL EXISTING CONDITIONS, ----- INSTALLED TO RELIEVE ALL WEIGHT FROM THE FITTINGS. NEW CONNECTIONS TO EXISTING SYSTEMS, AND THE LOCATIONS OF ALL NEW EQUIPMENT SHALL BE FIELD VERIFIED BY THE CONTRACTOR. SHALL BE FACTORY APPLIED COPPER PLATED BAND HAWSERS, FIGURE IAGT. D. HANGERS FOR UNCOVERED (UN-INSULATED) COPPER AND RA55 PIPING G. ALL PIPING SHALL BE KEPT A SUFFICIENT DISTANCE 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF WALLS, FLOORS OR OTHER RODS AND NUTS USED WITH THESE HANGERS SHALL ALSO FROM OTHER WORK PERMIT FINISHED COVERING TO BE NNOT LESS BARRIERS, NEW AND EXISTING, IN ORDER TO ACCOMMODATE THE NEW WORK. ALL EXISTING CONDITIONS CUT OR CORED BE FACTORY APPLIED COPPER PLATED. THAN 1.5 INCHES FROM OTHER WORD O MATCH THE EXISTING CONDITIONS. K AND NOT LESS THAN 1.5 INCHES OR DAMAGED IN ANY WAY, SHALL BE PATCHEOR REPAIRED TBETWEEN THE THE COVERINGS (INSULATION) ON THE DIFFERENT Q E. WHERE THREE OR MORE PIPES ARE RUNNING PARALLEL TO EACH OTHER, SERVICES. 13. THE CONTRACTOR SHALL CLEAR THE AREA OF ALL DEBRIS, TOOLS, EQUIPMENT, FACTORY FABRICATED GANG TYPE HANGERS WITH PIPE SADDLES OR MATERIALS, AND RUBBISH CREATED AS A RESULT OF THE WORK ON A DAILY BASIS. O _Q ROLLERS MAY BE USED IN LIEU OF THE HEREIN BEFORE SPECIFIED CLEVIS 14. THE CONTRACTOR SHALL NOTIFY THE LOCAL FIRE DEPARTMENT AND THE OWNER 48 HOURS IN ADVANCE OF SHUTTING Lu HANGERS. THESE HANGERS SHALL BE SIZED TO PROVIDE FOR INSULATION DOWN AND DRAINING THE EXISTING WET PIPE SPRINKLER SYSTEM. THE CONTRACTOR SHALL PROVIDE A FIRE DEPARTMENT .� PROTECTORS AS HEREINAFTER SPECIFIED. PIPE SADDLES SHALL BE ANY WELDING OPERATIONS.NS. DURATION OFT THE FIRE WATCH SHALL BE DETERMINED BBYS HE LOCA DOLU1r ND DU IINEGNT. J NOT LE55 THAN 18 GAUGE METAL. INSULATION PROTECTORS SHALL BE PROVIDED AT EACH SET OF ROLLERS uj PART 2 - MATERIALS AND FILLED WITH A SECTION OF HEAVY DENSITY FIBERGLASS PIPE 117- LEGEND --� COVERING SPECIFIED HEREINAFTER WHERE ROLLER HANGERS ARE USED. 2.01 SPRINKLER SYSTEM Z F. EXTENSION TYPE SPLIT RING HANGERS WITH WALL PLATES SHALL BE EQUAL DS DS DRY SPRINKLER (NEW PIPING) A. ALL NEW WET PIPE SPRINKLER PIPING AND FITTINGS SHALL BE UL LISTED AND FM APPROVED. ALL NEW WET PIPE SPRINKLER PIPING D5 D5 DRY SPRINKLER (EXISTING PIPING) SHALL BE SCHEDULE 40 THREADED BLACK STEEL WITH THREADED FITTINGS FOR ALL PIPE SIZES 2" AND SMALLER, AND SCHEDULE 10 z z TO FIGURES 81, 81-CT, 90, 90-CT AND 85, 85-CT PLATES FOR CAST IRON, STEEL AND COPPER RESPECTIVELY. GROOVED ENDS WITH VICTAULIC FITTINGS FOR PIPE SIZES 2 1/2" AND LARGER GROOVED FITTINGS AND COUPLINGS SHALL BE BY VICTAULIC. S-1L�-f-- DS DRY SP'r'INKLER (EXISTING PIPING TO BE REMOVED) B. ALL NEW SPRINKLER PIPING SHALL BE 5E15MICALLY BRACED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE Q G. ALL HORIZONTAL PIPING SHALL BE SUSPENDED FROM THE BUILDING BY G NATURAL GAS (NEW PIPING) MASSACHUSETTS STATE BUILDING CODE, 6TH EDITION AND NFPA 13. W MILLED STEEL ROD CONNECTING THE PIPE HANGER TO INSERTS, BEAM CLAMPS V > AND ANGLE BRACKETS, TO THE TOP CHORD OF BAR JOISTS, G NATURAL GA5 (EXISTING PIPING) C. UPON COMPLETION OF THE WORK, THE WET PIPIE SPRINKLER 5Y5TEM SHALL BE TESTED IN STRICT ACCORDANCE WITH THE APPLICABLE_ SECTION AND ANGLE BRACKETS AS REQUIRED BY THE BUILDING CONSTRUCTION IN PIPE HANGER (NEW) OF NFPA 13, AND SHALL THEN BE BROUGHT BACK INTO SERVICES. _ ACCORDANCE WITH THE FOLLOWING: PIPE SIZE 1/2" TO 2" .- ROD SIZE 3/8" PIPE HANGER (EXISTING) PART 3 EXECUTION Z PIPE SIZE 2 1/2" TO 3" .._ RDD SIZE 1/2" CTE GTE CO25 NNECT TO EXISTING 3.01 GENERAL INSTALLATION W O PIPE SIZE 4" TO 5" .- RDD SIZE 5/8 o NEWSPRINKLER HEAD (EXPOSED UPRIGHT) A. INSTALL PIPING APPROXIMATELY A5 SHOWN ON THE DRAWINGwS AND AS LLH, HANGER RODS FOR OTHER IN5TALLATION5 5HALL BE 51ZED IN ACCORDANCE O EXISTING SPRINKLER HEAD (EXPOSED UPRIGHT) DIRECTED DURING INSTALLATION BY ARCHITECT OR EN6INEER'5 WITH THE RECOMMENDED LOAD CAPACITIES OF A5TM SPECIFICATIONS W16 WIDE FLANGE STEEL BEAM (SIZE NOTED) REPRESENTATIVE. V DESIGNATION A-10-1, LATEST AMENDMENT. _ �� B. PIPING SHALL BE INSTALLED AS STRAIGHT AND DIRECT AS INSULATION PROTECTORS (SHIEL05) FOR HORIZONTAL PIPING SHALL BE (I� 8 ) BOTTOM OF STEEL ELEVATION 'lS� 11J POSSIBLE, FORMING RIGHT ANGLES OR PARALLEL LINES WITH CONSTRUCTED OF GALVANIZED STEEL FORMED TO A 180 DEGREE ARC AND 12 (IO '-5 q) CENTER LINE OF PIPING ELEVATION BUILDING WALLS, OTHER PIPING AND BE NEATLY SPACED. INCHES LONG, EQUAL TO FIGURE 265P, 18 GAUGE TYPE H. o iL LU C. THE HORIZONTAL RUNS OF PIPING, EXCEPT WHERE CONCEALED IN 1. EXPOSED RODS, CLAMPS AND HANGERS IN FINISHED AREAS SHALL BE PARTITIONS, SHALL BE INSTALLED A5 HIGH A5 POSSIBLE. Ravl�tons ELECTRO-GALVANIZED COATED, D. SCREWED PIPE AND COPPER TUBING SHALL BE REAMED SMOOTH BEFORE �• Daxrt tion Dote INSTALLATION. Al E. VERTICAL RISERS 5HALL BE FIRMLY SUPPORTED BY RISER CLAMPS, PROPERLY Q INSTALLED TO RELIEVE ALL WEIGHT FROM THE FITTINGS. F. ALL PIPING SHALL BE KEPT A SUFFICIENT DISTANCE FROM OTHER WORK PERMIT FINISHED COVERING TO BE NNOT LESS THAN 1.5 INCHES FROM OTHER WORK AND NOT LESS THAN 1.5 INCHES BETWEEN THE COVERINGS (INSULATION) ON THE DIFFERENT 0 SERVICES, 4-4 NOF, q \�NOFMgSs G. SCREWED PIPE BRASS OR CHROME-Pjob SHALL BE MADE `, �, ��� 9 001 No•j 00toi UP WITH SPECIAL CARE TO AVOID MARRING OR DAMAGE PIPE AND LLOYD ti o ctiG\ - 03/10/01 FITTING EXTERIOR AND INTERIOR SURFACES. 0 C. A! r LALLLL`V �� °xGlaDrcwvn v ALLEN y 1 v FIRE P;OTECTION NONE J.S. A No.23502 No.3932+3 Daslsewd N` G�Gkad ` SS/ONAL c o ..._........_............_.._-_....___,....._._........_..__._ ....._.........._._ a✓ _. ,------- ....-........ _ cop .. ..._.... ...._... ....., .. w I i P --- --- __._. ... ....... - - --- -- _._.._ ----------------- -- ---._... --- >✓ Q!I "�_ co 0 LL EDGE OP _y arco co< r� PARAPET ROOF CD VERIZONS PROPOSED _, VERIZONS PROPOSED I 0 '� ANTENNA SECTOR ��� ROOF HATCH ANTENNA SECTOR V; SEE DETAIL 53/5-2 -- .- .:....... - _....... - _. -_. - -- I- S METER MANIFOLD. ---- ---- GTE GA FOR EXIST. ROOF _ WITH NEW 2 1/2" G. AND AND PROPOSED r NEW METER AT GRADE GENERATOR FRAMING - . . 5-2 4 + -- --- { VERIZONS PROPOSED .. € f - € - - -- - - GENERATOR % '!41 ALp I l x I A .+ E VENT 5)UCT .... ,.._......^, ter. ....--. SEE "2l/5-1" FOR _. z VERIZONS 1 57v i� i i .,. VERIZONS PROPOSED _• PROPOSED \ � Y EQUIPMENT ROOM IN i ... - I. .--- ANTENNA SECTOR .-_....._-.. ......_ ATTIC SPACE. I «. t VERIZONS PROPOSED { - ANTENNA SECTOR .. «, a µ #( g t RE i Et` �w VERIZONS PROPOSED .... - - - 2 1/2" G. CONNECT EX15TI GABLE RUN TO EMERGENCY RTU'S 50'-0"+/- 00, GENERATOR ' WITH UNION, DIRT.1' RUN NEW 2 1/2" G. INSIDE Q- BASEMENT AND UP EXISTING c LEG AND GAS,' `� CHASE TO ATTIC (FIELD VERIFY VALVE (a12 MBN) �� �` ROUTING) - N W mr � mm � LL QQm mm O � 00 (3 ROUTE 1259-6 �/ Z FRONT ELEVATION < q) u' CALLED (APPROX. SCALE: 1/8"=I'-O") %b Q O X NORTH lU 11! N Q IL lL W ROOF PLAN (APPROX. SCALE, - EDGE OF BUILDING - I ._ ;i LD E � . O W -� /2") d LD \ 1 I/4 4 ._l (� - �..: �.. LLI pl U3 --- J REMOVE EXISTING — - D5 BRANCHES AND �`' -' - _ .-,....,. B - E I 0 .: N NTS _- , ---- N i �\-- �,! ,, !,! �� ' "n �9 Z RELATED COMPO E 1 I/4E� 1 1/� [A RH >� [� 1 N E E --4 -� CA A5 INDICATED 1& BJ ! �J lS'-- 1/2") (,5'- 1/2 E� X T25-m 11/4° zo 01 1� 2 1/2" G. UP TO 1 1/ O ± _ _ Q.. 1__-._ _.V Y.. -_l - V EMERGENCY01 v z , _ LU GENERATOR (8'-71 1/2"'J 1 i/4" 1 1/2" 1 _ 0 _0 77 .10 ... ......... .. ........ ....... ....... 4E �'1 f L ■ i i ; 1 leo BJ. _ >_ o _. z , ; �" T DEFLECTOR �, ... ........ ... ...., ..,..... l "i 13'-1" ODE LE R ! OLQ � 4 D5 ON i _,. ......_,... - _ ......_. ...._.__.._ _...._..., :__7 -... - - - - - - -- -- W2 FCLL .00 1 I; FC 3' G D5 3„ ~ w G 71 - ~ r Of f QJ 2 1/2" Cx. RISE [ r Q CAP EXISTING RISERS ON 1 1/4" DS BRANCH 9'-I" TO DEFLECTOR �- 1�" BJ l/.. .'..,.. ..---..__._...._, ! 1 1/2 DS R15E RUN NEW 2,1/2" G. To QC �'LLl „ 10 ra ITYP.) PIPING (T1'P. FOR 2) - - I EXISTING CHASE AND DOWN i� !�/�i_ C' _'� � �,�" ' . � ii TO 5-1-MT. EXTEND THROUGH -; , 4 1 1/�$" CTE 3 D5 MAIN MECH. RM. TO EXTERIOR t2evtstons WITH NEW 1 1/2 DS METER MANIFOLD. (FIELD No. Dasttt tton Dots -- - -- _._._ RANCH PIPING VERIFY ROUTING). ........._.. ......_-...,.. _...._.._...... - _..._...._---,-,-,, _.__ _.........._. -- - -_ FC;Ic DS G 1" UJ21 ll'-3 1/2 z---o U u u " u n u I _ 1 NEW 2 1/2 G. 1 ROUTE )25 AN OF M4 CO �,,�P� Ssgcti �P\,ZN of MqS. Dsl Job No.: Dots: ATTIC FLOOR FLAN LLOYD G�,� z LLOYD C. OS/18/OI C. jfotst Drorin byo ROUTE 125 cn v U; "♦— SCALE:(/8"=1'-m" ALLEN { FIRE PRO CTIOiv I AS NOTED El No.23502 No 3932& _A�"T I C F L.O0 FLAN �9 A� < ' Dsstgned b9: , F6lSTE� `��/ K W.L. L.G.A. SCALE:1/4"=1'-m" v SS/0 ALF SS/0`�A \�\ Droning No.: P/FP-2