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31D-101 48 Elm St-St Johns-WIRELESS-application-2007Applicant Omnipoint Communications, INc a division of m_Mnhi1P Address c/o Simon J. Brighenti, Jr., Esq., O'Connell, Flaherty Attmore 1350 Main Street, Springfield, MA 01103 Telephone 413) 747 -1773 Fax (413) 746 -1529 Property Owner St. John's Episcopal Church (if different than above) Address 48 Elm StrPPt Building Address/ Location 48f1.in Str. Assessor's Zoning Map 31D Parcel 101 Deed /Property recorded in Hampshire County Registry of Deeds: Book: 459 Page: 515„.5.12___ Book: 743 Page: 515 -516 11. Purpose Except for exempted activities described in Section 26 -5 of the City Ordinance Chapter 26, no building or structure within the Elm Street Historic District shall be constructed, demolished or altered in any way that affects exterior architectural features without the appropriate permit from the Elm Street Historic District Commission. Applicants proposing non exempted activities must supply the required submission materials and proceed to a Public Hearing to obtain a Certificate of Appropriateness or a Certificate of Hardship. III. Project Description New Construction Addition Describe nature of project: AN•li •d1110 on the existin church. See accom and ELM STREET HISTORIC DISTRICT COMMISSION GEC C, Permit Application C r. a •t Applicant should first file a Zoning Form with the Building Commissioner's Office to see if this Application is required. I. General Information Project Narrative Description Photographic Simulations Manufacturer Information Plot Plan__ 1 Telephone Demolition Removal (x) Alteration April 1, 2008 Maureen A. Taylor Architectural Historian EBI Consulting 21 B Street Burlington, MA 01803 RE: Telecommunications Installation Saint John's Episcopal Church, 48 Elm Street, Northampton, MA; MHC# RC.40986 EBI Project Number: 61064340 Dear Mr. Lever: The Commonwealth of Massachusetts William Francis Galvin, Secretary of the Commonwealth Massachusetts Historical Commission The Massachusetts Historical Commission (MHC) has reviewed the additional information you submitted concerningtle revised proposed project referenced above. As you are aware, the property at 48 Elm Street, historically known as Saint John's Episcopal Church (MHC# NTH.763), is located within the Elm Street Historic District (a local district) and is listed in the State Register of Historic Places. As you are also aware, the property at 48 Elm Street is also located within the Smith College area (MHC# NTH.C), is included in MHC's Inventory of Historic and Archaeological Assets of the Commonwealth, and may be eligible for listing in the National Register of Historic Places (36 CFR 60). After a review of the information submitted; :•MHastaffhave the following Comments.,..- The revised proposed; project involves installing two band- mounted antennas.to the,chimney the church at a center line height of: 98 feet above ground level painted to match the existing facade: One antenna:will be mounted within the steeple and painted black to reduce visibility. Associated telecommunications equipment, consisting of three BTS cabinets and a battery backup unit, will be located within an 8' x 10' 7" equipment room on the second floor of the bell tower. Coaxial cables will extend vertically along the interior of the bell tower from the proposed telecommunications support equipment to the proposed antennas. Power, Telco, and a ground conduit will be routed from existing sources in the basement, along the basement ceiling to the base of the bell tower, and vertically up to the equipment room on the second floor. No excavation is planned to accommodate access. The MHC understands that the placement of antennas inside the bell tower was determined not suitable for the clients' coverage objectives because it is not possible to achieve unobstructed radio frequency signals to the north or east from within the bell tower. Since the bell tower does not have a rear (north) opening, a radio- frequency to the north, and the steeple -like features at the corners of the rooftop balustrade would clip radio frequency transmissions to the east. The MHC also understands that the project proponent also explored placing antennas on the roof of the existing balustrades. However, the spacing between the balustrades is too narrow to allow for unobstructed signals. The band mounted chimney antennas cannot be lower than the proposed 98 feet because the chimney adjoins the bell tower, leaving no space for the bands to extend around the chimney. Placing the antennas at a lower height would require them to be facade mounted, which would compromise the historic building fabric. The MHC has received information indicating that the Northampton Historical Commission supports the proposed revised project After.a.review of the proposed plans submitted, I have. determined that the revised proposed installation will have "no adverse'. effect" (36 CFR 800.5(b), and 950 CMR on the .Elm. Street. Historic District and the Smith College area provided that the following conditions are met: (1) the proposed antennas and mounting bands" to be placed outside of any_ enclosures are painted and textured to precisely match the building exterior, (2) any necessary mounting bolts for any 220 Morrissey Boulevard Boston, Massachusetts 02125' (617) 727-8470 Fax: (617) 727 -5128 www.state.ma.us/sec/mhc 0 VIEW OF PROPOSED ANTENNA INSTALLATION AS SEEN FACING SOUTH FROM ELM STREET ST JOHN'S EPISCOPAL, 48 ELM STREET, NORTHAMPTON, MA 01060 VIEW OF PROPOSED ANTENNA INSTALLATIONASSEEN FACING FROM ELM STREET ST JOHN'S EPISCOPAL 48 ELM STREET, NORTHAMPTON, MA, 01060_ OCI ANTENNA 4 I I i VIEW OE PROPOSER` ANTENNA INSTALLAIION AS SEEN FACING'WEST` RCM ELM STREET ST iOHN S:ER 4E ELM.STREET NORTHAMPTON1 'MA 0106(1,'. ca.* VIEW OF PROPOSED' ANTENNA INSTALLATION ASSEEN FACING SOUTH FROM ELM STREET ST JOHN'S EPISCOPAL, 48•ELM STREET.'NORfNAMPTON MA 01060 OCI ANTENNA Omnipoint Communications, Inc., a division of T If .O oile tgN Locus: Project Narrative Description The subject site will function as a wireless telephone communications site within a local, regional and national communications system. This system operates under license from the Federal government, specifically the Federal Communications Commission (FCC), and is mandated to provide service to the general public to operate, in effect, as a public communications utility. In summary, this proposed installation would consist of the addition of 3 PCS antennae into the belltower and on the chimney structure of the existing church located at 48 Elm Street and placing three (3) associated electronic equipment cabinets known as BTS units in the bell tower of the church in an existing utility room. Each antenna will be designed and painted to resemble the stonework and architecture. BTS UNITS: T -Mobiles three (3) radio control cabinets will be located in the bell tower of the church within an existing storage room. The approximate dimensions of the BTS unit are seventy (70) inches tall, fifty -one (51) inches wide and thirty-seven (37) inches deep. Telephone and electric connections will be made from the BTS unit to utilities that will be brought to the site from the existing facilities. Requisite cabling from the BTS units to the antenna will be affixed to the exterior wall and will be painted to resemble the existing brickwork. SITE FEATURES: The proposed T •Mobile installation will not produce any noise or hazardous waste. The facility is unoccupied and will be visited only once a month for the first six months by a technician Maintenance visits after the initial six months of operation are intermittent. There will be no change in circulation patterns within the surrounding area and the proposed T Mobile facility will not impact pedestrians. The proposed use of the site as a wireless telephone communications site will not create sufficient demand for the addition of new parking spaces since site visits, as noted, will be infrequent. Omnipoint Communications, Inc. a division ofT •Mobile Project Narrative Description St. John's Episcopal Church Page 2 of 2 Neither land nor water resources are affected by this construction. No effluent or emissions occur as a result of the cabinet and antenna equipment installation and operation. Air quality is likewise unaffected. The transmission of radio waves will not disturb other radio transmission or reception devices, as regulated by the FCC. The T -Mobile installation does not require sewer, water, drainage or other utilities save for electric and telephone service. The communications installation will not burden municipal services such as police, fire or the school system. T •Mobile personnel at regional switching stations will monitor the BTS equipment cabinet for malfunction or tampering. X14 '42 2M 1 4.x. 11111PArii. a s 1 1 1 k VE ligg s E k?s e h boa�e$� 8$ C h A g g A u §Ali j e r 5 i a 8 J w z J 0 (n 1311 11 i S 8 i 8 2 C 4 2 g E 8 7 E§ 2 R i i 5 7=8 j IElm00$4416 ®G 0 0 z H 0 bo wmx c O bo MW N N Af II� 88 Al a it) sli V o s 0 d o—a `1_o n n iII i t a a k VE ligg s E k?s e h boa�e$� 8$ C h A g g A u §Ali j e r 5 i a 8 J w z J 0 (n 1311 11 i S 8 i 8 2 C 4 2 g E 8 7 E§ 2 R i i 5 7=8 j IElm00$4416 ®G 0 0 z H 0 bo wmx c O bo MW N N Af II� 88 Al a V 4 f 1 s 0 d o—a `1_o a k VE ligg s E k?s e h boa�e$� 8$ C h A g g A u §Ali j e r 5 i a 8 J w z J 0 (n 1311 11 i S 8 i 8 2 C 4 2 g E 8 7 E§ 2 R i i 5 7=8 j IElm00$4416 ®G 0 0 z H 0 bo wmx c O bo MW N N Af II� 88 Al a lig 3 1 Imo! 40igh mpor gi! 2 O O O 0 0 t O W 0W CO W I) C) co W r_ O 1 ETEREEEEE 5"515 amu NN $U Z C w u gi a� i o 3 z 0 W J O cn H O Z O 0 T-MOBILE TECHNICIAN SITE SAFETY PROJECT SUMMARY GENERAL NOTES ASSESSOR'S PARCEL NO.: SUBMITTALS °mum cm SHEET INDEX NOILdINOS30 TITLE SHEET PLOT PLAN PLANS NOTES 50UTH EAST ELEVATIONS CONSTRUCTION DETAILS STRUCTURAL DETAILS PLANS. DMGRAM5 NOTES GROUNDING DETAILS MECHANICAL PLAN FOLLOWING SHEETS ARE USED ONLY FOI ML REGULATORY COMPLMNCE UNDER FC OSHA STANDARDS. BUILDING CODE LIFE SAFETY PROVISIONS ARE NOT APPUCABLI THEREFORE THESE SHEETS HAVE BEEN RED FOR STATE/LOCAL PERMITTING AND CONSTRUCTION CONTROL SAFETY PLAN 51GNAGE PLAN DMA TABLE ON •0 55 ®ISIB®®w MU lig 3 1 Imo! 40igh mpor gi! 2 O O O 0 0 t O W 0W CO W I) C) co W r_ O 1 ETEREEEEE 5"515 amu NN $U Z C w u gi a� i o 3 z 0 W J O cn H O Z O 0 T-MOBILE TECHNICIAN SITE SAFETY PROJECT SUMMARY GENERAL NOTES ASSESSOR'S PARCEL NO.: SUBMITTALS !dr i s \N N. I a I N 1 I s R 2s c- IZ 1 s E.a !dr i s \N N. 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General Information O rnipoint Car(aun.ications INc a dive pion of -t�nh- l lI Address •c/o Simon J. Bri9henti, Jr,. Rsq. O'Connell, Flaherty .Attimore 1350 .Main .Street, Springfield, MA 01103 Telephone (413) 747 -1773 Fax (413) 746 -1529 Property owner St. John :s Episcopal Church (if different than above) .Address 4$ Telephone Building Address/ Location 48j Im Street Assessor's Zoning Map 31D Parcel 101 Deed /Property recorded in Hampshire County Registry of Deeds: Book: A.59 Page: 515 -517 Book.. 743 Page: 515-516 Except for exempted activities described in Section 26 -5 of the City Ordinance Chapter 26, no building or structure within the Elm Street Historic District 'shall be constructed, demolished or .altered in .airy way that affects exterior architectural features without the appropriate permit from the Elm Street Historic District Commission. Applicants proposing non exempted activities must supply the required submission materials and proceed to :a Public Hearing to obtain ;a Certificate of Appropriateness or a Certificate of Hardship. 111. Project Description New Construction Addition Describe nature of project: Plot Plan r3 1 Demolition Removal (x) Alteration Applicant s and on the existing Church.. See acccmn�Ting ater; a Protect Narrative Description Photographic Simulations Manufacturer Information le.. 1. &N„ for c�Pt.Rj Omnipoint Communications, Inc., a division of -M 0 Locus: The subject site will function as a wireless telephone communications site within a local, regional and national communications system. This system operates under license from the Federal government, specifically the Federal Communications Commission (FCC), and is mandated to provide :service to the general public to operate, in effect, as .a public communications utility. In summary, this proposed installation would consist of the addition of 3 PCS antennae into the belltower and on the chimney structure of the existing church located at 48 Elm Street and placing three (3) :associated electronic equipment cabinets known as BTS units in-the bell tower of the church in an existing utility room. Each :antenna will be designed and painted to resemble the stonework and architecture. BTS :ANTS: ..Mobile-'s three (3) radio control cabinets will be located in the bell tower of the church within an existing storage room. The approximate dimensions of the BTS unit are seventy (70) inches tall, fifty -one (51) -inches wide and thirty -seven (37) inches deep. Telephone and electric connections will be made from the BTS unit to utilities that will be brought to the site from the existing facilities. Requisite cabling from the BTS units to the .antenna will be affixed to the exterior wall and will be painted to resemble the existing brickwork. SITE FEATURES': Project Narrative Description The proposed T —Mobile: installation will not produce any noise or hazardous waste. The facility is unoccupied and will be visited only once :a month for the first six months by a technician. Maintenance visits after the initial six months of operation are intermittent. There will be no change in circulation patterns within the surrounding area and the proposed .Mobile- facility will not impact pedestrians. The proposed use of the site as a wireless telephone communications site will not create sufficient demand for the addition of parking spaces since site visits, as noted, will be infrequent. 1NOMMENEMi i 9 1 a Min 0 W j) f }(!7 2 ;1 §Rrw r §f! 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VIEW O ROPSb ANTENNA #5AL GNP SEEN FACING SOUTH OMEL STREET S dAS EPISCOPAL, 48 M STREET 2epU( /m,MA0160 OCI ANTENNA VIEW OF PROPOSED ANTENIfklA TALL C t N SrSEEN FACING SQf EROt<4 EC S T JOHN.S!EPLSCOPAL, 48tLFt.STREET AORTHAtitP`€QN MA O,QbO; O&s- NAct W0441), cE___ 6DAiStASTMP--- 9'R drovvra" 6c3k__ WoL- 1,WSV 01 ci NAME: Omnipoint Communications /T- Mobile NAME: St John's Episcopal Church COMPANY NAME: ADDRESS: c/o Simon Brighenti, Jr., Esq. 1350 Main St. ADDRESS: 48 Elm Street ADDRESS: TOWN: SPRINGFIELD STATE: MA ZIP CODE: 01103 TOWN: NORTHAMPTON STATE: MA ZIP CODE: 01060 TOWN: STATE: ZIP CODE: PHONE NO.: FAX NO.: PHONE NO.: (413) 584 -1757 FAX NO.: PHONE NO.: FAX NO.: EMAIL ADDRESS: EMAIL ADDRESS: EMAIL ADDRESS: STREET NO.: 48 ELM ST SITE ZONING: URCHD TOWN: NORTHAMPTON MA 01060 SECTION OF BYLAW: MAP: 31D BLOCK: 101 LOT: 001 MAP DATE: ACTION TAKEN: Book: Page: FILING DEADLINE: MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: REFERRALS IN DATE: HEARING DEADLINE DATE: 12/11/2007 HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL DEADLINE: FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE: DECISION DATE: SECOND ADVERTISING DATE: HEARING TIME: VOTING DEADLINE: 12/11/2007 DECISION DEADLINE: 12/11/2007 Planning Decision Hearing No.: PLN- 2008 -0029 APPLICATION TYPE: Elm Street Historic District Permit SUBMISSION DATE: 12/11/2007 NATURE OF PROPOSED WORK: ZPA TELECOMMUNICATIONS ANTENNA HARDSHIP: CONDITION OF APPROVAL: 1) This approval is for three antennae to be installed according to plans submitted on January 29th, 2008, and that any additional installations of any type by any applicant constitutes a new application FINDINGS: COULD NOT DEROGATE BECAUSE: MEMBERS PRESENT: MINUTES OF MEETING: GeoTMS® 2008 Des Lauriers Municipal Solutions, Inc. Owner's Name: Surveyor's Name: City of Northampton Dater February 1, 2008 VOTE: MOTION MADE BY: SECONDED BY: VOTE COUNT: DECISION: Approved 48 Elm Street 9tiGED %-,3\ •35 PLANNING AND DEVELOPMENT e CITY OF NORTHAMPTON planning conservation zoning housing partnership redevelopment northamptonGIS economic development community development historic community preservation central business architecture Peg Keller, Housing and Community Development Senior Planner PKeller©NorthamptonMA.gov 413 -587 -1288 NOTICE OF DECISION TO ABUTTERS ELM STREET HISTORIC DISTRICT COMMISSION The Elm Street Historic District Commission held a public hearing on Tuesday, January 29,2008 at 6:00 p.m. in the Hearing Room of City Hall, 210 Main Street, Northampton, MA. Pursuant to Northampton Ordinance Chapter 27, notice is hereby given that a decision of the Commission has been filed in the City Clerk's Office on January 31, 2008. At the public hearing, the Elm Street Historic District Commission voted to approve the following: Application of Omnipoint Communications Inc. to install a Telecommunications Antenna on the St. John's Episcopal Church tower, located at 48 Elm Street, Northampton. Map 31D, Parcel 101. The following condition was attached to the permit approval: that this approval is for three antennae to be installed according to plans submitted on January 29th, 2008, and that any additional installations of any type by any applicant constitutes a new application. If anyone wishes to appeal this action, an appeal must be filed pursuant to Chapter 195, Section 8 of the City of Northampton's Ordinances. A written request must be filed with the Commission within twenty days after the filing of this notice with the City Clerk. The appeal will then be reviewed by a designee of the Pioneer Valley Regional Planning Commission. The decision and plans are available for review in the City of Northampton's Office of Planning and Development, City Hall, 210 Main Street, Northampton, MA. Peg Keller 587-1288 pkel ler @northamptonma.gov" City Hall 210 Main Street, Room 11 Northampton, MA 01060 www.NorthamptonMa.gov Fax 413 587 -1264 original printed on recycled paper 31B- 222 -001 SMITH COLLEGE COLLEGE HALL 4 NORTHAMPTON, MA 01063 3113 -305 -001. SMITH COLL E COLLEGE ALL 4 NORT TON, MA 01063 31D- 002 -001 SMITH COLL E COLLEGE ALL 4 NORT el I'TON, MA 01063 31D- 003 -001 SMITH COL GE COLLE ALL 4 NOR AMPTON, MA 01063 3' 11`x= 006 =001 §M1Tf1 CO EGE COLLE' HALL 4 I\ AMPTON, MA 01063 §1I7 .411-001 SMITH C LEGE COLL E HALL 4 NO HAMPTON, MA 01063 Map 31D Parcel 101 48 :E1m Street January 7, 2007 31B- 221 -001 SMITH CO EGE COLL HALL 4 N HAMPTON, MA 01063 31B- 253 -001 SMITH CO EGE COLL HALL 4 NO HAMPTON, MA 01063 31D- 102 -001 SMITH COL E COLLEG ALL 4 NOR AMPTON, MA 01063 31D- 004 -001 SMITH CO EGE COLL HALL 4 NO HAMPTON, MA 01063 31D- 005 -001 SMITH CO COLL NO EGE HALL 4 HAMPTON, MA 01063 31B- 224 -001 SMITH COLLEGE OFHCE OF THE TREASURER NORTHAMPTON, MA 01063 31B- 252 -001 SMITH CO LEGE COLLE HALL 4 NO AMPTON, MA 01063 31D- 101 -001 ST JOHN'S EPISCOPAL CHURCH 48 ELM ST NORTHAMPTON, MA 01060 31D- 008 -001 SMITH C LEGE COL E HALL 4 N THAMPTON, MA 01063 31D- 007 -001 SMITH C LEGE COL E HALL 4 THAMPTON, MA 01063 Historic District Commission Determination USE THIS FORM ONLY AFTER PUBLIC HEARING APPLICANT• O W� 'ht f t! IrA 1 l' 1&1C ADDRESS• A 1 1 't ►A i a. v I•. PHONE: I'351) J 4 2 'r .izI `(Z I ©1 41 '3,- 747 t. 7 l OWNER- I l< k i Al ADDRESS- U `iii\ llialllntlirelrr�Z) RE: Land or Buildings at: Elm Street, Northampton, ASSESSORS' MAP PARCEL 1 The Historic District Commission has determined that (the Commission will check one of three boxes): If checked and signed, THE PROJECT IS APPROPRIATE under the ordinance and MGL C. 40C. THIS SERVES AS A CERTIFICATE OF APPROPRIATENESS, with the condition that all work be done in accordance with the description provided by the applicant in his/her application to the Historic District Commission and the following conditions (if any). If checked and signed, THERE IS A UNIQUE HARDSHIP under the ordinance and MGL. C. 40C. THIS SERVES AS A CERTIFICATE OF HARDSHIP, with the condition that all work be done in accordance with the description provided by the applicant in his/her application to the Historic District Commission and the following conditions (if any)- 171 PROJECT IS NOT APPROPRIATE NOR A- HARDSHIP under the ordinance and M.G.L. C. 40C. THIS SERVES AS A DISAPPROVAL OF A CERTIFICATE OF HARDSHIP. If, within 14 days, the applicant does not modify to their project as detailed below, THIS SHALL ALSO SERVE AS DISAPPROVAL OF A CERTIFICATE OF APPROPRIATENESS. If, within 14 days, the applicant addresses the reasons for denial and modifies their project as detailed below, and files these modifications with the Commission, the Commission shall, within a reasonable time period, issue a Certificate of Appropriateness. A Certificate of Appropriateness, with appropriate dimensional, set -back and other requirements and conditions cannot be issued without these modifications because the project, as described, does not meet the criteria. These requirements are only for the purpose of preventing developments incongruous to the historic aspects or characteristics of the surroundings and of the historic district The Commission should address how the project meets OR foils to meet to Appropriateness criteria: 1. The general design, arrangement, texture and material of the features involved and the appropriateness of the size and shape of the building or structure in the relationship to land area upon which the building is situated and to buildings and structures in the vicinity: including: maintain construction design, building alignment, setback, height, and articulation that are consistent or compatible with traditional patterns of surrounding buildings and avoid mirrored or highly reflective glass: 2. The relation of such features involved to similar features of buildings and structures in the surrounding area, including: preserve, to the extend practical and consistent with encouraging consistent setbacks and heights, high quality views of landmark buildings: 3. The historic and architectural value and significance of the site, buildings or structure, including: avoid exterior or facade changes to buildings that would damage historic features or are not otherwise readily reversible except when such changes replicate historic features, restore previously damaged historical features, or are otherwise compatible with the detail and character of the district: If the Commission denies a Certificate of Appropriateness or if an applicant applies directly for Certificate of Hardship, the Commission should address how the project meets or fails to meet all the hardship criteria: 1. Conditions especially affecting the building or structures involved but not affecting the historic district generally: 2. Failure to approve the application will involve a substantial hardship, financial or otherwise: 3. Application may be approved without substantial detriment to the public welfare and without substantial derogation from the intent and purposes of the Ordinance: The istoric Commission v to was 4-- afarkg<Historic District Commission: r 1U! (C: WFf:lesl "Pflesl PROPRIATENESS AND HARDSHIP, elm street orm approved 3/3/97) AGENDA Peg Keller 587 -1288 pkeller@ northamptonma.gov PLANNING AND DEVELOPMENT CITY OF NORTHAMPTON planning' conservation zoning housing partnership redevelopment northampton CIS economic development community development' historic community preservation central business architecture DATE: January 29, 2008 TIME: 6:00 p.m. to 8:30 p.m. PLACE: City Hall Hearing Room 18 210 Main Street Northampton MA Peg Keller, 1-lousing and Community Development Senior Planner PKcllcr©NorthamptonMA.gov 413 587 -1288 ELM STREET HISTORIC DISTRICT COMMISSION 6:00 p.m. to 7:00 p.m. Public Hearing The Elm Street Historic District Commission will hold a public hearing regarding the application of Omnipoint Communications Inc. to install a Telecommunications Antenna on the St. John's Episcopal Church tower, located at 48 Elm Street, Northampton. Map 31D, Parcel 101. 7:00 p.m./ Work Session Finalize language in the proposed Ordinance revisions. 8:30 p.m./ Adjourn City Hall 210 Main Street, Room 11. Northampton, MA 01060 www.NorthamptonMa.gov Fax 413 -587 -1264 original printed on recycled paper r�G; -k PLANNING AND DEVELOPMENT CITY. OF NORTHAMPTON Citv� Hall 21 o Main S t r e e t Room 1 x Northampton, MA 01060-3198 (4x3)587-x66 Fax: 5 8 7 -126 4 WaNne Feiden, Director www.NortbamptonMa.gov ABUTTER NOTIFICATION ELM STREET HISTORIC DISTRICT COMMISSION PUBLIC HEARING NOTICE The Elm Street Historic District Commission will hold a public hearing January 29, 2008 at 6:00 p.m. in Hearing Room 18, 2 floor City Hall, 210 Main Street, Northampton, MA regarding the application of Omnipoint Communications Inc. to install a Telecommunications Antenna on the St. John's Episcopal Church tower, located at 48 Elm Street, Northampton. Map 31D, Parcel 101. Questions: Peg Keller, Office of Planning and Development 587 -1288 pkeller@ northamptonma.gov Plans are available for review in the Office of Planning and Development 210 Main Street, Northampton MA. planning board conservation commission zoning board of appeals housing partnership redevelopment authoritN northampton GIS economic development community development historic district commission historical commission central business architecture original printed on recdcied paper ABUTTER NOTIFICATION ELM STREET HISTORIC DISTRICT COMMISSION PUBLIC HEARING NOTICE The Elm Street Historic District Commission will hold a public hearing January 29, 2008 at 6:00 p.m. in Hearing Room 18, 2nd floor City Hall, 210 Main Street, Northampton, MA regarding the application of Omnipoint Communications Inc. to install a Telecommunications Antenna on the St. John's Episcopal Church tower, located. at 48 Elm Street, Northampton. Map 31D, Parcel 101. Questions: Peg Keller, Office of Planning and Development 587 -1288 pkeller(anorthamptonma.gov Plans are available for review in the Office of Planning and Development 210 Main Street, Northampton MA. File No: PO �S O t TING PERMIT APPLICATION Please type or print all information and return this form to the Building Inspector's Office with the $15 filing fee (check or money order) payable to the City ofNorthampton 1. Name of Applicant: c/o Simon J. Brighenti, Jr., Esq. Address: 1 150 Main SI- 5 pri ngfield, MA 01103 Telephone: (413) 747 -1773 2. Owner of Property: St. John's Episcopal Church Address: 48 Elm St reet Nort MA 01060 Telephone: (413) 584 -1757 3. Status of Applicant: Owner 4. Job Location: i us Luni t Contract Purchaser Lessee •it ).in• •I u8 Parcel Id: Zoning Map# 'Parcel# District(s): In Elm Street District In Central Business District (TO BE FILLED IN BY THE BUILDING DEPARTMENT) 5. Existing Use of Structure /Property: i copa 1 Ch r ch 6. Description of Proposed Use /Work /Project /Occupation: (Use additional sheets if necessary): X Other (explain) Installation of a telecommunications antenna in and on the bell tower. 7. Attached Plans: Sketch Plan Site Plan X Engineered /Surveyed Plans X 8. Has a Special Permit/Variance /Finding ever been issued for /on the site? NO DONT KNOW X YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES IF YES: enter Book Page and /or Document 9.Does the site contain a brook, body of water or wetlands? NO X DON'T KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained W:\ Docwmenis \FORMS\original\Building -Inspe to1Zoning- Permit- Application- passive.doc Obtained date issued: (Form Continues On Other Side) 8/4/2004 10. Do any signs exist on the property? YES _X IF YES, describe size, type and location: Existig chLCh and di rec- i o al i ctrls Are there any proposed changes to or additions of signs intended for the property? YES NO X IF YES, describe size, type and Location: 11. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan of development that will disturb over 1 acre? YES NO X IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION This column reserved for use by the Building 13. Certification: I hereby certify that the information contained herein is t my knowledge. Date :November 200 jpplicant's Signature W ADocuments\ FORMS \originaN3uilding Inspector\ Zoning Permit- Application- passive.doc NO a d accure to th est of Simon Bri• ti, Jr., Esq, NOTE: Issuance. of a zoning permit does not re an s burden to comply with all zoning requirements and obtain all required permits and of Health, Conservation Commission, Historic and Architectural Boards, Departme of Public Works and other applicable permit granting authorities. 8/4/2004 EXISTING PROPOSED REQUIRED BY ZONING Lot Size 0.80 ac± no change Frontage ±160' no change Setbacks Front Side Rear L: ±60' R: ±10' ±141‘ no change L.no change no change no change L: R: Building Height ±103' no change Building Square Footage existing no change Open Space: (tot area minus building Et paved parking existing no change of Parking Spaces existing no change of Loading Docks n/a n/a Fill: (volume location) n/a n/a 10. Do any signs exist on the property? YES _X IF YES, describe size, type and location: Existig chLCh and di rec- i o al i ctrls Are there any proposed changes to or additions of signs intended for the property? YES NO X IF YES, describe size, type and Location: 11. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan of development that will disturb over 1 acre? YES NO X IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION This column reserved for use by the Building 13. Certification: I hereby certify that the information contained herein is t my knowledge. Date :November 200 jpplicant's Signature W ADocuments\ FORMS \originaN3uilding Inspector\ Zoning Permit- Application- passive.doc NO a d accure to th est of Simon Bri• ti, Jr., Esq, NOTE: Issuance. of a zoning permit does not re an s burden to comply with all zoning requirements and obtain all required permits and of Health, Conservation Commission, Historic and Architectural Boards, Departme of Public Works and other applicable permit granting authorities. 8/4/2004 File MP- 2007 -0055 APPLICANT /CONTACT PERSON BRIGHENTI SIMON J JR ADDRESS/PHONE 1350 MAIN ST (413) 747 -1773 0 PROPERTY LOCATION 48 ELM ST MAP 31D PARCEL 101 001 ZONE URC HD ZONING FORM FIL D OUT Fee Building Permit Filled out Fee Paid Typeof Construction: ZPA TELECOMMUNICATIONS ANTENNA New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRES TED: Approved Additional permits required (see below) g PLANNING BOARD PERMIT REQUIRED UNDER L~ 2 /O. Intermediate Project 1, Site Plan AND /OR Special Permit with Site Plan Major Project: Site Plan AND /OR Special Permit with Site Plan ZONING BOARD PERMIT REQUIRED UNDER: Finding THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED Permit from Elm Street Co ;sue on Special Permit Variance* Received Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Pe 't from Conservation Commission Signature of Building Official Date REQUIRED DATE Permit from CB Architecture Committee Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact the Office of Planning Development for more information. CITY HALL William Fenno Pratt Architect, 1849 Dear Ms. Taylor; NORTHAMPTON HISTORICAL COMMISSION CITY HALL 210 MAIN STREET NORTHAMPTON, MASSACHUSETTS 01060 Maureen Taylor EBI Consulting 21 B Street Burlington, MA 01803 RE: Saint John's Episcopal Church 48 EIm Street Northampton, MA Respectfully, Margaeller Housing and Community Development Planner City of Northampton March 3, 2008 This letter is to communicate approval by the Northampton Historical Commission of the design for the telecommunications collocation project at the above referenced address. At the regularly scheduled meeting of f h to mutat and specrsheet 25, werge 2008, held members discussed the project. The p circulated, as well as comments from the EIm Street Historic District Commission. A motion to approve the design as submitted was made by Member Howes, seconded by Member Winston. The vote in favor of the motion was unanimous. If you require additional information, do not hesitate to contact me. Thank you for the opportunity to comment. April 1, 2i April 1, 2008 Maureen Maureen A. Taylor Architect Architectural Historian EBI Cons EBI Consulting 21 B Stree 21 B Street Burlingtor Burlington, MA 01803 RE: 1 Dear Mr. The Mass revised pr John's Epi the State College ar and may b submitted, The revise height of 9 steeple am and a batte Coaxial c equipment basement, floor. No bell tower radio freq opening, a frequency the roof ofl signals. TI bell tower, require the informatio After a rev adverse •ef area provi� any' enclds RE: Telecommunications Installation Saint John's Episcopal Church, 48 Elm Street, Northampton, MA; MHC# RC.40986 EBI Project Number: 61064340 Dear Mr. Lever: The Commonwealth of Massachusetts William Francis Galvin, Secretary of the Commonwealth Massachusetts Historical Commission The Massachusetts Historical Commission (MHC) has reviewed the additional information you submitted concerning the revised proposed project referenced above. As you are aware, the property at 48 Elm Street, historically known as Saint John's Episcopal Church (MHC# NTH.763), is located within the Elm Street Historic District (a local district) and is listed in the State Register of Historic Places. As you are also aware, the property at 48 Elm Street is also located within the Smith College area (MHC# NTH.C), is included in MHC's Inventory of Historic and Archaeological Assets of the Commonwealth, and may be eligible for listing in the National Register of Historic Places (36 CFR 60). After a review of the information submitted MHC staff have the following comments._, The revised proposed project involves installing twoband= mounted antennas to the chimney of the church at a center line height of 98 feet above ground level, and painted to match the -existing facade. One antenna will be mounted within the steeple and painted black to reduce visibility. Associated telecommunications equipment, consisting three 'BTS'cabinets and a battery backup unit, will be located within an 8' x 10' 7" equipment room on the second floor of the bell tower. Coaxial cables will extend vertically along the interior of the bell tower from the proposed telecommunications support equipment to the proposed antennas. Power, Telco, and a ground conduit will be routed from existing sources in the basement, along the basement ceiling to the base of the bell tower, and vertically up to the equipment room on the second floor. No excavation is planned to accommodate access. The MHC understands that the placement of antennas inside the bell tower was determined not suitable for the clients' coverage objectives because it is not possible to achieve unobstructed radio frequency signals to the north or east from within the bell tower. Since the bell tower does not have a rear (north) opening, a radio- frequency to the north, and the steeple -like features at the corners of the rooftop balustrade would clip radio frequency transmissions to the east. The MHC also understands that the project proponent also explored placing antennas on the roof of the existing balustrades. However, the spacing between the balustrades is too narrow to allow for unobstructed signals. The band mounted chimney antennas cannot be lower than the proposed 98 feet because the chimney adjoins the bell tower, leaving no space for the bands to extend around the chimney. Placing the antennas at a lower height would require them to be facade mounted, which would compromise the historic building fabric. The MHC has received information indicating that the Northampton Historical Commission supports the proposed revised project After a review of. the proposed plans submitted, I have determined that the revised proposed installation will have "no adverse effect" (36 CFR 800.5(b) and 950;.CMB71.07(2)(b)(2)) on the Elm Street Historic District and the Smith College area provided that the following conditions are met: (1) the proposed antennas and mounting bands to be placed outside of any enclosures are painted and textured to: precisely match the building exterior, (2) any necessary mounting bolts for any 220 Morrissey Boulevard, Boston, Massachusetts 02125_ (617) 727 -8470 Fax: (617) 727 -5128 www. state. ma. us /sec /mhc December 19, 2007 Brian Lever Cultural Resources Specialist EBI Consulting 21 B Street Burlington, MA 01803 RE: Dear Mr. Lever: Sincerely, ff/zacr Ryan T. Maciej Preservation Planner Massachusetts Historical Commission xc: Northampton Historical Commission l'Elm Street Historic District Commission Margaret Keller, City of Northampton. The Commonwealth of Massachusetts DF William Francis Galvin, Secretary of the Commonwealth C Massachusetts Historical Commission F 2 00] i// 0 Telecommunications Installation Saint John's Episcopal Church, 48 Elm Street, Northampton, MA; MHC# RC.40986 EBI Project Number: 61064340 220 Morrissey Boulevard, Boston, Massachusetts 02125 (617) 727 -8470 Fax: (617) 727 -5128 www.state.ma.us/sec/mhc r The Massachusetts Historical Commission has reviewed the additional information you submitted concerning the revised proposed project referenced above. As you are aware, the property at 48 Elm Street, historically known as Saint John's Episcopal Church (MHC# NTH.763), is located within the Elm Street Historic District (a local district) and is listed in the State Register of Historic Places. As you are also aware, the property at 48 Elm Street is also located within the Smith College area (MHC# NTH.C), is included in MHC's Inventory of Historic and Archaeological Assets of the Commonwealth, and may be eligible for listing in the National Register of Historic Places (36 CFR 60). After a review of the information submitted, MHC staff have the following comments. The MHC understands that the revised project now involves installing two band mounted antennas to the chimney of the church at a center line height of 98 feet above ground level and painted to match the existing facade. One antenna will be mounted within the steeple and painted black to reduce visibility. Associated telecommunications equipment, consisting of three BTS cabinets and a battery backup unit, will be located within an 8' x 10' 7" equipment room on the second floor of the bell tower:" Coaxial cables will extend vertically along the interior of the bell tower from the proposed telecommunications support equipment to the proposed antennas. Power, Telco, and a ground conduit will be routed from existing sources in the basement, along the basement ceiling to the base of the bell tower, and vertically up to the equipment room on the second floor. No excavation is planned to accommodate access. The MHC requests additional information while other locations within enclosures or in other antenna arrays or configurations near or at the top of the building would not meet radio frequency transmission goals. The MHC understands that a copy of the proposed project information was submitted to the Northampton Historical Commission for review and comment. The MHC looks forward to receiving and reviewing the above requested information and the comments from the Northampton Historical Commission. These comments are offered to assist in compliance with Section 106 of the National Historic Preservation Act of 1966, as amended (36 CFR 800), and M.G.L. Chapter 9, Section 26 -27C, as amended by Chapter 254 of the Acts of 1988 (950 CMR 71.00). Please do not hesitate to contact me at this office if you have any questions. _W .Iff 1111, Pieces: FM: EUVIRO BUSINESS K. Warner 21 B ST BURLINGTON, UNITED STATES IIIC MA01803 Phone: 781 273 -2500 Sender's ORIGIta: NES ref 61064340 To: NORTHAMPTON HISTORICAL COMMISSION POSTCOD CHRISTOPHER KENNEDY 210 MAIN STREET NORTHAMPTON, MA 01060 UNITED STATES TEL: Description: 61064340 Weight: 1 lbs for 1 pcs Date: 2007 -11 -06 DHL standard terms and conditions apply. 1 11 1111111 11 11 III Ili I 1 JW I F NE (2L)U S01060 111 11 1 1111 1 111 1111 1111 11 1 1 11 WAYBILL: 24329460352 (Non-Negotiable) PL City) WaN ABUTTER NC EL The Elm Street 1- 2008 at 6:00 p.rr Northampton, Mf install a Telecom located at 48 EIrr Questions: Peg 587J Plans are availab 210 Main Street, p lanning boast conservation c econonlicclevelopinent cong Peg Keller Peg Keller Housing and! Office of Plar City of Nortll 210 Main Str •felephone: 4j E fax: 413. 587 a' pkeller @nort_ From: Peg Keller Sent: Thursday, November 15, 2007 3:22 PM To: 'blever @ebiconsulting.com' Subject: Northampton MA 48 Elm Hi/ received your mailing to the Historical Commission/ as with the case prior, they will bring it up at their meeting 11/26, but defer to the Elm Street Historical Commission review and determination, before formulating their sign -off and no application to them has vet been received. Thanks. 31B-222-001 SMITH COLLWE COLLEGE- ALL 4 NORTT 1PTON, MA 01063 31B- 305 -001 SMITH COLLE, COLLEG9AIL 4 NORTHAMPTON, MA 01063 31D-002-001 SMITH CO LE COLLE9 HALL 4 N012.7' 3AMPTON, MA 01063 3113- 003 -001 SMITH COI Cbi,LBPE HALL 4 I1b 1AMPTON, MA 01063 31D =006 -001 SMITH COLLEGE COLLEGE HALL 4 NORTHAMPTON, MA 01063 315- 011 -001 t SMITH C LEGE c E HALL 4 IORTHAMPTON, MA 01063 Map 31D Parcel 101 48 Street January 7, 2007 nit: 31B- 221 -001 SMITH COLE COLLE IIALL 4 NOA-TRAMPTON, MA 01063 31B- 253 -001 SMITH COLLE9E COLLEGE ,WALL 4 NORpAMPTON, MA 01063 31D- 102 -001 SMITH COLLEGE COLLEGE4ALL 4 NORTHAMPTON, MA 01063 31D-004-001 SMITH COLLEGE COLLEGE HALL 4 NORTHAMPTON, MA 01063 31D- 005 -001 SMITH CO LEGE COLLEGE HALL 4 NORTHAMPTON, MA 01063 31B- 224 -001 SMITH COLLEGE ON'N'ICE OF THE TREASURER NORTHAMPTON, MA 01063 31B- 252 -001 SMITH CO GE COLL HALL 4 N HAMPTON, MA 01063 31D- 008 -001 SMITH COLLEGE COLLEGE HALL 4 NORTHAMPTON, MA 01063 31D- 101 -001 ST JOHN'S EPISCOPAL CHURCH 48 ELM ST NORTHAMPTON, MA 01060 31D- 007 -001 SMITH COLLEGE COLL @E HALL 4 NOR`'1"'HAMPTON, MA 01063 Cam Leon To: James Thompson Cc: Aleta DeLisle Subject: Abutters Labels Hi James, Could you get me abutters labels for map 31d parcel 101 (48 Elm St). I need to send a public hearing notice. thanks. -cam 1 1/3/2008 SIMON J. BRIGHENTI, JR., ESQ. E -Mail: SBRIGHENTIOOOFALAW.COM Elm Street Historic District Commission Attn: Peg Keller 210 Main Street Northampton, MA 01060 December 10, 2007 SJB /pll enclosures O'CONNELL, FLAHERTY ATTMORE, L.L.C. ATTORNEYS AT LAW 1350 MAIN STREET, SPRINGFIELD, MA 01103 TELEPHONE (413) 747 -1773 FACSIMILE (413) 746 1529 WWW.OFALAW.COM RE: Omnipoint Communications, Inc. Wireless Telecommunications Antenna: 48 Elm Street, St. John's Episcopal Church Dear Ms. Keller: Per your recent email to my office, please find attached eight (8) additional applications for The Elm Street Historic District Commission's review and consideration regarding the above referenced matter. The "Z" form is in this application, but I have copied it separate for your review. I understand that you have the our check #1533 payable to the City of Northampton in the amount of $200.00 representing the filing fee for said application. Please contact me once a hearing date for this matter has been established. Thank you. V CITY CLERKS OFFICE: NORTHAMPTON, MA 01060 Very truly yours, ,05// //2' O'CONNELL, FLAHERTY ATTMORE, L.L.C. Simon J. Brighenti, Jr., Esq. OTHER OFFICES 280 TRUMBULL STREET, HARTFORD, CT 06103, 22 MAIN STREET, MOOSU�P,,!C`T',` 63,5 50 NEVVTOWN ROAD ','i jRY, C¢' 10 3QBd dYIRTFO it \U L J. LEE CONSULTING, INC. City of Northampton "00L533n1' 2LL37LL621: 35 009 2 5810 11/21/2007 200.00 DanversBank 4SH0534 BP APP 200.00 1533 11. Purpose 111. Project Description I. General Information Building Address/ Location 48 Assessor's Zoning Map 31 D Parcel Deed /Property recorded in Hampshire County Registry of D Book: 459 Page: 51 ,_517 Book: 743 Page: 515 -516 New Construction Addition Describe nature of project: Ap Plot Plan OS al 1 Demolition Removal (x) Alteration ELM STREET HISTORIC DISTRICT COMMISSION Permit Application Applicant should first file a Zoning Form with the Building Commissioner's Office to see if this Application is required. Applicant _point Communications, INc. a division of T- t�rtc�hi 1 e Address c/o Simon J. Brighenti, Jr., Esq., O'Connell, Flaherty Attmore 1350 Main Street, Springfield, MA 01103 Telephone (413) 747 -1773 Fax (413) 746 -1529 Property Owner St. John's Episcopal Church (if different than above) Address 48 Elm Street Telephone Except for exempted activities described in Section 26 -5 of the City Ordinance Chapter 26, no building or structure within the Elm Street Historic District shall be constructed, demolished or altered in any way that affects exterior architectural features without the appropriate permit from the Elm Street Historic District Commission. Applicants proposing non exempted activities must supply the required submission materials and proceed to a Public Hearing to obtain a Certificate of Appropriateness or a Certificate of Hardship. 1 1 11011 O S an don the existing church See accom hying material for Beta ;l Project Narrative Description Photographic Simulations Manufacturer Information CITY CLERKS OFFICE NORTHAMPTON, MA 01060 File Nor000s-� ZONING PERMIT APPLICATION 010.2) Please type print all information and return this form to the Building Inspector's Office with the $15 filing fee (check or money order) payable to the City ofNorthampton 1. Name of Applicant: c/o Simon J. Brighenti, Jr., Esq. Address: 1390 Main St 5pringfield, MA 01103 Telephone: (413) 747 -1773 2. Owner of Property: St. John's Episcopal Church Address: 48 Elm Street, Northampton, MA 01 060 Telephone: (413) 5R4 -1757 3. Status of Applicant: Owner 4. Job Location: u Cue co 1 .0,ttut S a uJi o! U0 Contract Purchaser Lessee X Other (explain) Parcel Id: Zoning Map# Parcel# District(s): In Elm Street District In Central Business District (TO BE FILLED IN BY THE BUILDING DEPARTMENT) 5. Existing Use of Structure /Property: Epi scopal Church 6. Description of Proposed Use /Work /Project /Occupation: (Use additional sheets if necessary): Installation of a telecommunications antenna in and on the bell tower. 7. Attached Plans: Sketch Plan Site Plan X Engineered /Surveyed Plans X 8. Has a Special Permit/Variance /Finding ever been issued for /on the site? NO DONT KNOW X YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES IF YES: enter Book Page and /or Document 9.Does the site contain a brook, body of water or wetlands? NO X DON'T KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained W ADoc:umcnts\ FORMS\ original \Building -Inspe :tor\Zoning Permit- Application- passivc.doc Obtained date issued: (Form Continues On Other Side) 8/4/2004 10. Do any signs exist on the property? YES -X IF YES, describe size, type and location: Exis church and i rec- i o a 1 i gns Are there any proposed changes to or additions of signs intended for the property? YES NO X IF YES, describe size, type and location: 11. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan of development that will disturb over 1 acre? YES NO X IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION This column reserved for use by the Building 13. Certification: I hereby certify that the information contained herein is t my knowledge. Date:November 20 0 pp licant's Signature Simon Bri• ti, Jr., Esq, NOTE: Issuance of a zoning permit does not rel an s burden to comply with all zoning requirements and obtain all required permits L and of Health, Conservation Commission, Historic and Architectural Boards, Departure of Public Works and other applicable permit granting authorities. W:\ Documents\ FORMS \original\ Building- Inspector\ Zoning Permit- Application- passiv NO a d accure to th est of 8/4/2004 EXISTING PROPOSED JJG,JL4L'LL /LG/LL REQUIRED BY ZONING Lot Size 0.80 ac± no change Frontage ±160' no change Setbacks Front Side Rear ±41 L: ±60' R: ±10' ±141' no change L•no chant no change no change 1: R: Building Height ±103' no change Building Square Footage existing no change Open Space: (tot area minus building Ft paved parking existing no change of Parking Spaces existing no change of Loading Docks n/a n a Fill: (volume ft location) n/a n/a 10. Do any signs exist on the property? YES -X IF YES, describe size, type and location: Exis church and i rec- i o a 1 i gns Are there any proposed changes to or additions of signs intended for the property? YES NO X IF YES, describe size, type and location: 11. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan of development that will disturb over 1 acre? YES NO X IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION This column reserved for use by the Building 13. Certification: I hereby certify that the information contained herein is t my knowledge. Date:November 20 0 pp licant's Signature Simon Bri• ti, Jr., Esq, NOTE: Issuance of a zoning permit does not rel an s burden to comply with all zoning requirements and obtain all required permits L and of Health, Conservation Commission, Historic and Architectural Boards, Departure of Public Works and other applicable permit granting authorities. W:\ Documents\ FORMS \original\ Building- Inspector\ Zoning Permit- Application- passiv NO a d accure to th est of 8/4/2004 File MP- 2007 -0055 APPLICANT /CONTACT PERSON BRIGHENTI SIMON J JR ADDRESS/PHONE 1350 MAIN ST (413) 747 -1773 0 PROPERTY LOCATION 48 ELM ST MAP 31D PARCEL 101 001 ZONE URC HD KING FORM FIL D OUT Fee Building Permit Filled out Fee Paid Typeof Construction: ZPA TELECOMMUNICATIONS ANTENNA New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRES TED: Approved Additional permits required (see below) g PLANNING BOARD PERMIT REQUIRED UNDER 3. 2 f0. Intermediate Project 1 Site Plan AND/OR Special Permit with Site Plan THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE Major Project: Site Plan AND /OR Special Permit with Site Plan ZONING BOARD PERMIT REQUIRED UNDER: Finding Special Permit Variance* Received Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Pe 't from Conservation Commission Permit from CB Architecture Committee P ermit from Elm Street Co on Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact the Office of Planning Development for more information. Omnipoint Communications, Inc., a division of Project Narrative Description Locus: The subject site will function as a wireless telephone communications site within a local, regional and national communications system. This system operates under license from the Federal government, specifically the Federal Communications Commission (FCC), and is mandated to provide service to the general public to operate, in effect, as a public communications utility. In summary, this proposed installation would consist of the addition of 3 PCS antennae into the belltower and on the, chimney structure of the existing church located at 48 Elm Street and placing three (3) associated electronic equipment cabinets known as BTS units in the bell tower of the church in an existing utility room. Each antenna will be designed and painted to resemble the stonework and architecture. BTS UNITS: T •Mobile•''s three (3) radio control cabinets will be located in the bell tower of the church within an existing storage room. The approximate dimensions of the BTS unit are seventy (70) inches tall, fifty -one (51) inches wide and thirty -seven (37) inches deep. Telephone and electric connections will be made from the BTS unit to utilities that will be brought to the site from the existing facilities. Requisite cabling from the BTS units to the antenna will be affixed to the exterior wall and will be painted to resemble the existing brickwork. SITE FEATURES: The proposed T -Mobile installation will not produce any noise or hazardous waste. The facility is unoccupied and will be visited only once a month for the first six months by a technician. Maintenance visits after the initial six months of operation are intermittent. There will be no change in circulation patterns within the surrounding area and the proposed T -Mobile facility will not impact pedestrians. The proposed use of the site as a wireless telephone communications site will not create sufficient demand for the addition of new parking spaces since site visits, as noted, will be infrequent. Omnipoint Communications, Inc. a division ofT -Mobile Project Narrative Description St. John's Episcopal Church Page 2 of 2 Neither land nor water resources are affected by this construction. No effluent or emissions occur as a result of the cabinet and antenna equipment installation and operation. Air quality is likewise unaffected. The transmission of radio waves will not disturb other radio transmission or reception devices, as regulated by the FCC. The T installation does not require sewer, water, drainage or other utilities save for electric and telephone service. The communications installation will not burden municipal services such as police, fire or the school system. T •�obile• personnel at regional switching stations will monitor the BTS equipment cabinet for malfunction or tampering. nE (1) W 0 z ERG U U U U G U ErMIREE FtEMEH z i t f a xmu• N�oN a !s !¢ae$a rgolif "ax X 228" 1 g@ 11 g .11 gd5g T—MOBILE TECHNICIAN SITE SAFETY DO NOT SCALE DRAWINGS PROJECT SUMMARY GENERAL NOTES ASSESSOR'S PARCEL NO.: MAP: 31D, LOT: 101 NICATIONS INC. CZ I.- oh /lad N N 1 N N 000 PROJECT N0: 2807.004 ld :AB NNYB� 5H 1 1 8 03233143 1 siviiivvc CONSTRUCTION DETAILS STRUCTURAL DETAILS PLANS, DIAGRAMS NOTES GROUNDING DETAILS i 1 >904 a< 1W A ;1315/30 '4991/3 MAY 03111 SV N1 ®YAWL 001 AA A 4503.0 1M YA 9l 110900/03 IAN 111. 919 094 4 9940/ 391 M AN A 90101./35 09 4991311 19149 "AMP 01. SITE g 4SH05 H 34B EPISCO AL 48 ELM STREET NORTHAMPTON, IAA 01080 I SHEET TITLE TITLE SHEET SHEET NUMBER T— 1 ins I a gg 10/15/3 4 T9/41/31 nE (1) W 0 z ERG U U U U G U ErMIREE FtEMEH z i t f a xmu• N�oN a !s !¢ae$a rgolif "ax X 228" 1 g@ 11 g .11 gd5g T—MOBILE TECHNICIAN SITE SAFETY DO NOT SCALE DRAWINGS PROJECT SUMMARY GENERAL NOTES ASSESSOR'S PARCEL NO.: MAP: 31D, LOT: 101 NICATIONS INC. Z N N N N N N N N 000 EET INDEX 8004180530 ME SHEET PLOT PLANT PLANS NOTES SOUTH EAST ELEVATIONS CONSTRUCTION DETAILS STRUCTURAL DETAILS PLANS, DIAGRAMS NOTES GROUNDING DETAILS MECHANICAL PLAN FOLLOWING SHEETS ARE USED ONLY FOI AL REGULATORY COMPLIANCE UNDER FC OSHA STANDARDS. BUILDING CODE LIFE SAFETY PROVISIONS ARE NOT APPUCABLI THEREFORE THESE SHEETS HAVE BEEN 91ED FOR STATE/LOCAL PERMITTING AND CONSTRUCTION CONTROL 318V1 94190 NVW 30VN015 NV1d AL3110 v=)Hg I l <<<<HWw a gg nE (1) W 0 z ERG U U U U G U ErMIREE FtEMEH z i t f a xmu• N�oN a !s !¢ae$a rgolif "ax X 228" 1 g@ 11 g .11 gd5g T—MOBILE TECHNICIAN SITE SAFETY DO NOT SCALE DRAWINGS PROJECT SUMMARY GENERAL NOTES ASSESSOR'S PARCEL NO.: MAP: 31D, LOT: 101 NICATIONS INC. g g g lz St 1 0 o a W g I i :I 1 11 t aI 8 a 1 m�J n g ',Z w N a z w N 0 a e qy &fi Y s$ G 0 R F g P r F t S 1 E F W Y tl a 1 Qe p y g dCoi isa3as2 aeasawisE814;;1g48 J H z J O 0) e 5 E 1 I II! !a fl E 1E0'9 Ra.. 3 s 8 g g E i a S po-j®ooOoe4416 0 z O z H O NM O bo ABBREVIATIONS SUBMITTALS r f I! V Z\ l d C k eav ax NO noon INNI IM a- .aitc -,u (0 1 III 1 8 a 1 m�J n g ',Z w N a z w N 0 a e qy &fi Y s$ G 0 R F g P r F t S 1 E F W Y tl a 1 Qe p y g dCoi isa3as2 aeasawisE814;;1g48 J H z J O 0) e 5 E 1 I II! !a fl E 1E0'9 Ra.. 3 s 8 g g E i a S po-j®ooOoe4416 0 z O z H O NM O bo ABBREVIATIONS SUBMITTALS 03 z 8 8 8 8 1 1 E S 8 3 a 01��11111�1 WNW !MHO MEM mamma ��a53'I�E c 0 ,1, gp OF A 1L PROJECT N0: 2807.004 I d J9 NNWO SS UB 03713310 3MITTALS I I 4 ;k1.11E1110- 4SH0534B EPISCOPAL 48 ELM STREET NORTHAMPTON, IAA 01080 SHEET TITLE S TRUCTURAL DETAILS SHEET NUMBER S -1 Ins Ita won s MAi a 75 N WO1� 7m �G 1 1 n 8 z i g s- X7g g° V d e gA ff e i g:414 dN e bdg g g i PIP sg 1 a L 61 I yag a g° a fie: le dg� P 1 s Vogl S i me s F° ff °m °ig s� j 6gRA W 3b e e W dt q5; ad z Ae e �sx�° os aa^ kg 4 gay g °s s a fig' g a d C/ W k g g g X 11 9, 9 gym IN e °E a 5 m m�< 0 s° e� IE NSN g �js e° 0 °a mo I g g a e� w„ 2Fy u 3 d 3 z n_ in. 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ROOM/ W: 29G 139/319, 10/119 t11D 99 Lt 9 N 09 EOM F url DESCRIPTION 17 ©coce®aeaa©®eDUDDDD 1 11111 LL 99 311193-9119 rL 31990-2619 Li or Vt L 31893 -11910 91 H 3110 -191.9 Lt 81 L 3110 -1318 t- u 0 r 3111,49 L Ib 31091.9639 11912-CGS z. 00000 C a aAA 90911191 31791413311 6N9NIX1 ML 11/1 0we1 IMO-1W (rma L4O) 114 c 319/3-1118 t 31990 -11919 c 3111 -11619 3M96 -c9W 31993 -csu 001:100DDDDDDDDDDDD0 fl- oozie g gpki iz 3 5 5 1 1 N r Z w W i n 2 a o W ir 0 SUBMITTALS A 1;414 Ol z 11 a 1 i klieg ;12 EggS ;51 111111 s z 1 i l s 1 3 i 1j 4 ti 3 il f 1 q •21 1 11 a 1/11 3 ED i s i a31 i i p I: I f s 1!,i 1 I t !It 4t 1 1 Ssl bel 111 .2 1 7 as €1 3 fi a F t rf FE F 33 1 1 1 dg 1 E! #e l €:1 d 1 11 a f E 4 d'1 f =s{if i 1 a 1i 1 11;1 yli y i 3 e 1. i Sill Eljl3. ti to ill !1 Q ff a1 i 1 1 s i E 1 It s s! g? ir E 6 s. 1 s;'_- s 1 11 n EE 3 1.1!!2 tf' eat a y t '1 'd et z P 1— '-211 i.fE D t d e Rif Ai la a E VII t j 1 z k E "z ya i 1�5 Ez t4 #:ded a1 Ec f 3{ 1fi• ss 1 1 €={'s F s Esi:a E r 1111= n2E It s s PE EE rs�.acy F a sst 2s n l€ -s a :1E £a 8 sz i =cs 1ti. it 1 fi le C e i sf= a ;1• °,i °eZ 3° 3 Exgj" z� €8�a G C E{ sc i B fa f 1 E .1. a fd E Ng s i E 1 s1 a e ed: j t g.a nl 93 1r .i- s i 3 i s t s i1 s Z 1: �1 1 11 -1Ep1eEfi i 1.11 17 1 sa i' 'PI- fi 1 s 1 y 1 11 ;111 1 111; 11 111 1 E t[ 22 F f1' a� {f L li i 1`, .1 a 1 .1 f c 1t.1"II 1 e143 g g a If! 11 l 3 I D i11 16 13 I 1 E 2 7 {1. 5 1 1 8$111 1 i e !!Q is il ll` i 1214 f 3111.2:4-11.4 'e' i 16E i a' f f 4 i ?kt4Ei 4 1 �Ey id 1 a+aa 1!1110 4 An d 4 h i 3 .111, =a d- ti a.�..�,. a .1.,4 a: don 4 f a:a d 1 d 31Js a 1a 5155 15 w U IQ 000 000 mo 2: e a 4 4 a811 3 3 I L Y z 0 9 3 ut 4.4 VIEW OF PROPOSED ANTENNA INSTALLATION AS SEEN FACING SOUTH FROM ELM STREET ST JOHN'S EPISCOPAL 48 ELM STREET, NORTHAMPTON, MA 01060 3.V.1 :1 0 L r- 0 OCI ANTENNA VIEW OF PROPOSED ANTENNA INSTALLATION AS SEEN FACING WEST FROM ELM STREET ST JOHN'S EPISCOPAL, 48 ELM STREET, NORTHAMPTON, MA 01060. WTh@bdura City of Northarnpton 210 Main Street Y orthampton, MA 01060 City Hall Fax (413) 587 -1264 FAX COVER SHEET NUMBER OF PAGES FAXED INCLUDING COVERSHEET FAX TRANSMITTED TO: 1Co FAX SENT TO: FAX FROM: REGARDING: COMMENTS: ellt q(R). s tz8 \KMT---S 4 1nk If this fax is not complete, or is interrupted, please contact the party /office where the fax originated. This fax is sent to the person(s) listed above. Please deliver if necessary. HP OfficeJet K Series K8Oxi Log for Personal Printer /Fax /Copier /Scanner Apr 28 2008 4:52pm Last Transaction Date Time Type Identification Duration Pages Result Apr 28 4:50pm Fax Sent 917814182359 1 :21 3 OK December 19, 2007 Brian Lever Cultural Resources Specialist EBI Consulting 21 B Street Burlington, MA 01803 RE: Dear Mr. Lever: The Commonwealth of Massachusetts William Francis Galvin, Secretary of the Commonwealth 2J Massachusetts Historical Commission r SOD Telecommunications Installation Saint John's Episcopal Church, 48 Elm Street, Northampton, MA; MHC# RC.40986 EBI Project Number: 61064340 The Massachusetts Historical Commission has reviewed the additional information you submitted concerning the revised proposed project referenced above. As you are aware, the property at 48 Elm Street, historically known as Saint John's Episcopal Church (MHC# NTH.763), is located within the Elm Street Historic District (a local district) and is listed in the State Register of Historic Places. As you are also aware, the property at 48 Elm Street is also located within the Smith College area (MHC# NTH.C), is included in MHC's Inventory of Historic and Archaeological Assets of the Commonwealth, and may be eligible for listing in the National Register of Historic Places (36 CFR 60). After a review of the information submitted, MHC staff have the following comments. The MHC understands that the revised project now involves installing two band mounted antennas to the chimney of the church at a center line height of 98 feet above ground level and painted to match the existing facade. One antenna will be mounted within the steeple and painted black to reduce visibility. Associated telecommunications equipment, consisting of three BTS cabinets and a battery backup unit, will be located within an 8' x 10' 7 equipment room on the second floor of the bell tower. Coaxial cables will extend vertically along the interior of the bell tower from the proposed telecommunications support equipment to the proposed antennas. Power, Telco, and a ground conduit will be routed from existing sources in the basement, along the basement ceiling to the base of the bell tower, and vertically up to the equipment room on the second floor. No excavation is planned to accommodate access. The MHC requests additional information while other locations within enclosures or in other antenna arrays or configurations near or at the top of the building would not meet radio frequency transmission goals. The MHC understands that a copy of the proposed project information was submitted to the Northampton Historical Commission for review and comment. The MHC looks forward to receiving and reviewing the above requested information and the comments from the Northampton Historical Commission. These comments, are offered to assist in compliance with Section 106 of the National Historic Preservation Act of 1966, as amended (36 CFR 800), and M.G.L. Chapter 9, Section 26 -27C, as amended by Chapter 254 of the Acts of 1988 (950 CMR 71.00). Please do not hesitate to contact me at this office if you have any questions. Sincerely, Ryan T. Maciej Preservation Planner Massachusetts Historical Commission xc: Northampton Historical Commission term Street Historic District Commission Margaret Keller, City of Northampton 220 Morrissey Boulevard, Boston, Massachusetts 02125 (617) 727 -8470 Fax: (617) 727 -5128 www. state. ma. us /sec /mhc Peg Keller From: Peg Keller Sent: Thursday, November 15, 2007 3:22 PM To: 'blever @ebiconsulting.com' Subject: Northampton MA 48 EIm Hi/ received your mailing to the Historical Commission/ as with the case prior, they will bring it up at their meeting 11/26, but defer to the EIm Street Historical Commission review and determination, before formulating their sign -off and no application to them has yet been received. Thanks. Peg Keller Housing and Community Development Planner Office of Planning and Development City of Northampton 210 Main Street Northampton MA 01060 telephone: 413 -587 -1288 fax: 413-587 -1264 pkeller@northamptonma.gov ;jT' I 7 -0 PLANNING AND DEVELOPMENT CITY OF NORTHAMPTON City) Ilall 21 o Main Street, Room i r Northampton, MA o r o 3 1 9 8 (4I 3) 5 8 7 -1266 Pax: 587 -1264 WaNne Feiden, Director 1'vw1i.Northan1p ton Iva.gov ABUTTER NOTIFICATION ELM STREET HISTORIC DISTRICT COMMISSION PUBLIC HEARING NOTICE The Elm Street Historic District Commission will hold a public hearing January 29, 2008 at 6:00 p.m. in Hearing Room 18, 2nd floor City Hall, 210 Main Street, Northampton, MA regarding the application of Omnipoint Communications Inc. to install a Telecommunications Antenna on the St. John's Episcopal Church tower, located at 48 Elm Street, Northampton. Map 31D, Parcel 101. Questions: Peg Keller, Office of Planning and Development 587 -1288 pkeller©northamptonma.gov Plans are available for review in the Office of Planning and Development 210 Main Street, Northampton MA. planning hoard conservation commission zoning board of appeals housing partnership redevelopment authority nortbarnpton GIS economic development calm unit i Clevetopment historic district commission historical commission central business architecture 31B- 222 -001 SMITH COL LECrL COLLEGE.YALL 4 NORTI A14PTON, MA 01063 31B- 305 -001 SMITH COLLE,GEr COLLEGEyAIL 4 NORTHAMPTON, MA 01063 31D- 002 -001 SMITH COLE GE COLLE E HALL 4 NOR1 AMPTON, MA 01063 3'1D- 003 -001 S'IvTtTH COI CQLLE9r HALL 4 I'iATHAMPTON, MA 01063 31D =006 -001 SMITH COLR.EGE COLLEGE HALL 4 NORTHAMPTON, MA 01063 3'1D- 011 -001 SMITH C©' LEGE C.MA, E HALL 4 46RTHAMPTON, MA 01063 Map.31D Parcel 101 48 Street January 7, 2007 31B- 221 -001 SMITH COLJBGE COLLET ALL 4 NOJ,t'TIIAMPTON, MA 01063 31B- 253 -001 SMITH COLLEGE COLLEGE,HILL 4 NORT3 1MPTON, MA 01063 31D- 102 -001 SMITH COLLEGE COLLEGE"HALL 4 NORTHAMPTON, MA 01063 31D- 004 -001 SMITH CSLL,EGE COLLEGE HALL 4 NORTHAMPTON, MA 01063 31D- 005 -001 SMITH COLLEGE COLLEGE HALL 4 NORTHAMPTON, MA 01063 31B- 224 -001 SMITH COLLEGE OFFICE OF THE TREASURER NORTHAMPTON, MA 01063 31B- 252 -001 SMITH CO J•GE COLL HALL 4 N HAMPTON, MA 01063 31D- 101 -001 ST JOHN'S EPISCOPAL CHURCH 48 ELM ST NORTHAMPTON, MA 01060 31D- 008 -001 SMITH COLLEGE COLLEGE HALL 4 NORTHAMPTON, MA 01063 31D- 007 -001 SMITH COAT -E•GE COLL CE HALL 4 NO 1'HAMPTON, MA 01063 Cam Leon To: James Thompson Cc: Aleta De Lisle Subject: Abutters Labels Hi James, Could you get me abutter labels for map 31 d parcel 101(48 EIm St). 1 rieed to serid a public hearing notice. 0 thanks. -cam 1 1/3/2008 SIMON J. BRIGHENTI, JR., ESQ. E -Mail: SBRIGHENTIOOFALAW.COM Elm Street Historic District Commission Attn: Peg Keller 210 Main Street Northampton, MA 01060 SJB /pll enclosures O'CONNELL, FLAHERTY ATTMORE, L.L.C. ATTORNEYS AT LAW 1350 MAIN STREET, SPRINGFIELD, MA 01103 TELEPHONE (413) 747 -1773 FACSIMILE (413) 746 -1529 WWW.OFALAW.COM CITY CLERKS OFFICE' NORTHAMPTON, MA 01060 December 10, 2007 Very truly yours, O'CONNELL, FLAHERTY ATTMORE, L.L.C. c ,03// 2 6 Simon J. Brighenti, Jr., Esq. OTHER OFFICES 280 TRUMBULL STREET, HARTFORD, CT 06103, 22 MAIN STREET, MOOSUP,, 50 NEWTOWN ROAD, IQB ty, 0 066 65 LASALLE R A R 06107, ,;tJr Q t RE: Omnipoint Communications, Inc. Wireless Telecommunications Antenna: 48 Elm Street, St. John's Episcopal Church Dear Ms. Keller: Per your recent email to my office, please find attached eight (8) additional applications for The Elm Street Historic District Commission's review and consideration regarding the above referenced matter. The "Z" form is in this application, but I have copied it separate for your review. I understand that you have the our check #1533 payable to the City of Northampton in the amount of $200.00 representing the filing fee for said application. Please contact me once a hearing date for this matter has been established. Thank you. File MP- 2007 -0055 APPLICANT /CONTACT PERSON BRIGHENTI SIMON 7 7R ADDRESS/PHONE 1350 MAIN ST (413) 747 -1773 0 PROPERTY LOCATION 48 ELM ST MAP 31D PARCEL 101 001 ZONE URC HD ZONING FORM FIL D OUT Fee Building Permit Filled out Fee Paid Tvpeof Construction: ZPA TELECOMMUNICATIONS ANTENNA New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESTED: Approved Additional permits required (see below) //nn Q PLANNING BOARD PERMIT REQUIRED UNDER y 2 fV. Intermediate Project fr Site Plan AND /OR Special Permit with Site Plan Major Project: Site Plan AND /OR Special Permit with Site Plan ZONING BOARD PERMIT REQUIRED UNDER: Finding THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST r, �i Special Permit Variance* Received Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Pe 't from Conservation Commission Perna Permit from Elm Street Co on ENCLOSED ic01 GDY REQUIRED DATE Permit from CB Architecture Committee Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact the Office of Planning Development for more information. PR WAY SUrr WOBURN MA 01 801'' J. LEE CONSULTING, INC. City of Northampton 000L53311' '':2LL3?LL62': 35 00925811' 11/21/2007 200.00 DanversBank 4SH0534 BP APP 200.00 1533 Address 48 Elm Street II. Purpose III. Project Description New Construction Addition Describe nature of project: ELM STREET HISTORIC DISTRICT COMMISSION Permit Application I. General information Building Address/ Location 48 Assessor's Zoning Map 31 D Parcel Deed /Property recorded in Hampshire County Registry of D U:1 Book: 459 Page: 51c-517 Book: 743 Page: 515 -516 1 Telephone Demolition Removal (x) Alteration Applicant should first file a Zoning Form with the Building Commissioner's Office to see if this Application is required. Applicant Omnipoint Communications, INc a div of m Mchi Address c/o Simon J. Brighenti, Jr., Esg., O''Connell, Flaherty& Attmore 1350 Main Street, Springfield, MA 01103 Telephone (413) 747 1773 Fax (413) 746 1529 Property Owner St. John's Episcopal Church (if different than above) CITY CLERKS OFFICE NORTHAMPTON, MA 01060 Except for exempted activities described in Section 26 -5 of the City Ordinance Chapter 26, no building or structure within the Elm Street Historic District shall be constructed, demolished or altered in any way that affects exterior architectural features without the appropriate permit from the Elm Street Historic District Commission. Applicants proposing non exempted activities must supply the required submission materials and proceed to a Public Hearing to obtain a Certificate of Appropriateness or a Certificate of Hardship. .IOM and on the existing church. See accompanying material for detail Project Narrative Description Photographic Simulations Manufacturer Information Plot P1nn C•nnatrticti nn Drawings File No. /Q"/ 5 Z011TING PERMIT APPLICATION 010.2) Please type print all information and return this form to the Building Inspector's Office with the $Y5 filing fee (check or money order) payable to the City ofNorthampton 1. Name of Applicant: s c/o Simon J. Brighenti, Jr., Esq. Address: 1350 Main St Spr'inrjfielrl, MA 01103 Telephone: (413) 747-1773 2. Owner of Property: St. John's Episcopal Church Address: 48 Elm Street, Northampton, MA 0100 Telephone: (413) 5R4 -1757 3. Status of Applicant: Owner 0.111 .0,u•w S Contract Purchaser Lessee 4. Job Location: 48 Elm Street, Northampton, Parcel Id: Zoning Map# Parcel# District(s): In Elm Street District In Central Business District (TO BE FILLED IN BY THE BUILDING DEPARTMENT) 5. Existing Use of Structure /Property: i seonal Ch �reh 6. Description of Proposed Use /Work /Project /Occupation: (Use additional sheets if necessary): X Other (explain) Installation of a telecommunications antenna in and on the bell tower. 7. Attached Plans: Sketch Plan Site Plan X Engineered /Surveyed Plans X 8. Has a Special Permit/Variance /Finding ever been issued for /on the site? NO DONT KNOW X YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES IF YES: enter Book Page and /or Document 9.Does the site contain a brook, body of water or wetlands? NO X DON'T KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained WADocuments\ FORMS\ original\ Building -Inspe ;tot\Zoning- Permit- Application- passivc.doc Obtained date issued: (Form Continues On Other Side) 1 8/4/2004 10. Do any signs exist on the property? YES X NO IF YES, describe size, type and location: Existig ch urc-h and i rec i orial si url Are there any proposed changes to or additions of signs intended for the property? YES NO X IF YES, describe size, type and location: 11. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan of development that will disturb over 1 acre? YES NO X IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION This column reserved for use by the Building 13. Certification: I hereby certify that the information contained herein is t my knowledge. Date:November 200 pp[icant's Signature W ADocuments\FORMS\ original\ Building- Inspector\Zoning- Permit- Application- passive.doc a d accu to th est of Simon Bri• ti, Jr., Esq, NOTE: Issuance of a zoning permit does not rel an s burden to comply with all zoning requirements and obtain all required permits and of Health, Conservation Commission, Historic and Architectural Boards, Departme of Public Works and other applicable permit granting authorities. 8/4/2004 EXISTING PROPOSED -r_ REQUIRED BY ZONING Lot Size 0.80 ac± no change Frontage ±160' no change Setbacks Front Side Rear ±41 L: ±60' R: ±10' ±141' no change L•no chanIt: no change no change L: R: Building Height ±103' no change Building Square Footage existing no change Open Space: (lot area minus building Ft paved parking existing no change of Parking .Spaces existing no change of Loading Docks n/a n/ Fi [L (volume a location) n/a n/a 10. Do any signs exist on the property? YES X NO IF YES, describe size, type and location: Existig ch urc-h and i rec i orial si url Are there any proposed changes to or additions of signs intended for the property? YES NO X IF YES, describe size, type and location: 11. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan of development that will disturb over 1 acre? YES NO X IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION This column reserved for use by the Building 13. Certification: I hereby certify that the information contained herein is t my knowledge. Date:November 200 pp[icant's Signature W ADocuments\FORMS\ original\ Building- Inspector\Zoning- Permit- Application- passive.doc a d accu to th est of Simon Bri• ti, Jr., Esq, NOTE: Issuance of a zoning permit does not rel an s burden to comply with all zoning requirements and obtain all required permits and of Health, Conservation Commission, Historic and Architectural Boards, Departme of Public Works and other applicable permit granting authorities. 8/4/2004 File MP -2007 -0055 APPLICANT /CONTACT PERSON BRIGHENTI SIMON 3 JR ADDRESS/PHONE 1350 MAIN ST (413) 747 -1773 Q PROPERTY LOCATION 48 ELM ST MAP 3ID PARCEL 101 001 ZONE URC HD ZONING FORM FIL D OUT Fee Building Permit Filled out Fee Paid THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST Typeof Construction: ZPA TELECOMMUNICATIONS ANTENNA New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans Plot Plan joh41,..0 THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRES TED: Approved Additional permits required (see below) //nn PLANNING BOARD PERMIT REQUIRED UNDER y Z 1v' Intermediate Project VSite Plan AND /OR Special Permit with Site Plan Major Project: Site Plan AND /OR Special Permit with Site Plan ZONING BOARD PERMIT REQUIRED UNDER: Finding Special Permit Variance* Received Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Pe 't from Conservation Commission Permit from Elm Street Co :r' on ENCLOSED REQUIRED DATE Signature of Building Official Date Permit from CB Architecture Committee Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact the Office of Planning Development for more information. Omnipoint Communications, Inc., a division of Locus: The subject site will function as a wireless telephone communications site within a local, regional and national communications system. This system operates under license from the Federal government, specifically the Federal Communications Commission (FCC), and is mandated to provide service to the general public to operate, in effect, as a public communications utility. In summary, this proposed installation would consist of the addition of 3 PCS antennae into the belltower and on the chimney structure of the existing church located at 48 Elm Street and placing three (3) associated electronic equipment cabinets known as BTS units in the bell tower of the church in an existing utility room. Each antenna will be designed and painted to resemble the stonework and architecture. BTS UNITS: SITE FEATURES: Project Narrative Description T •Mobile• °'s three (3) radio control cabinets will be located in the bell tower of the church within an existing storage room. The approximate dimensions of the BTS unit are seventy (70) inches tall, fifty -one (51) inches wide and thirty -seven (37) inches deep. Telephone and electric connections will be made from the BTS unit to utilities that will be brought to the site from the existing facilities. Requisite cabling from the BTS units to the antenna will be affixed to the exterior wall and will be painted to resemble the existing brickwork. The proposed T •Mobile; installation will not produce any noise or hazardous waste. The facility is unoccupied and will be visited only once a month for the first six months by a technician. Maintenance visits after the initial six months of operation are intermittent. There will be no change in circulation patterns within the surrounding area and the proposed T .Mobile facility will not impact pedestrians. The proposed use of the site as a wireless telephone communications site will not create sufficient demand for the addition of new parking spaces since site visits, as noted, will be infrequent. SHEET INDEX NOT DESCRIPTION NO. T -1 TITLE SHEET 2 A -1 PLOT PLAN 2 A -2 PLANS NOTES 2 A -3 SOUTH EAST ELEVATIONS 2 A -4 CONSTRUCTION DETAILS 2 S -1 STRUCTURAL DETAILS 2 E -1 PLANS, DIAGRAMS 2 E -2 GROUNDING DETAILS 2 M -1 MECHANICAL PLAN 2 THE FOLLOWING SHEETS ARE USED ONLY FOR FEDERAL REGULATORY COMPLIANCE UNDER FCC AND OSHA STANDARDS. BUILDING CODE LIFE AND SAFETY PROVISIONS ARE NOT APPLICABLE AND THEREFORE THESE SHEETS HAVE BEEN OMITTED FOR STATE /LOCAL PERMITTING AND CONSTRUCTION CONTROL. EME -1 SAFETY PLAN 0 EME -2 SIGNAGE PLAN 0 EME -3 DATA TABLE 0 OMNIPOINT COMMUNICATIONS INC. A WHOLLY —OWNED SUBSIDIARY OF T— MOBILE USA, INC. 15 COMMERCE WAY NORTON, MA 02176 OFFICE: (508)- 286 -2700 FAX: (508) -286 -2893 M PK ON APPROVALS LANDLORD LEASING R F. ZONING CONSTRUCTION PROJECT NO: 2807.004 DRAWN BY: CHECKED BY: SUBMITTALS 2 10/24/07 FINAL CONSTRUCTION 1 10/15/07 FINAL CONSTRUCTION 0 09/26/07 CONSIRUCIION Deemer!' THI Deemer!' 6 11122 CREATION, 00906, PROPERTY N65 COPYRIGHTED WORK OF O 61P0MTT COGdIRdCATONS, INC. ANY 93 2 21^ T 2 OR DEE WRHOUT FXFI9SS MIEN CONSENT is S1201LY•PROFI182ETI, DUPLICATION AND USE BY GOVEAN11EM AGENCIES FOR 111E PURPOSES OF COHOUC11140 11182 AUTHORIZED AUTHOR �Gl9.210RY AND ADGSWISIRMP1E FUNCTIONS I5 SPECIFIC-41Y ALLOWED. IF 1113 DRAWING 6 NOT 24X36', RISNOT 10 SCALE SITE 4SH0534B ST JOHN'S EPISCOPAL 48 ELM STREET NORTHAMPTON, MA 01060 SHEET TITLE TITLE SHEET T- MOBILE TECHNICIAN SITE SAFETY NOTES LOCATION SPECIAL RESTRICTIONS SECTOR A: SECTOR B: SECTOR C: GPS /LMU: RADIO CABINETS: PPC DISCONNECT: MAIN CIRCUIT D /C: NIU/T -1 DEMARC: OTHER SPECIAL: UNRESTRICTED UNRESTRICTED UNRESTRICTED UNRESTRICTED UNRESTRICTED UNRESTRICTED UNRESTRICTED UNRESTRICTED UNRESTRICTED GENERAL NOTES 1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL 10. LAWS, ORDINANCES, RULES, REGULATORS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. THE WORK PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED :SHALL 11. BE IN STRICT ACCORDANCE WITH ALL APPUCABLE CODES, REGULATIONS, AND ORDINANCES. 2. 71-15 ARCHITECT /ENGINEER HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE 12. OF WORK. THE CONTRACTOR BIDDING THE JOB 15 NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 13. 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTFYING (IN WRITING) THE PROJECT OWNER'S REPRESENTATIVE OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN 111E EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED IN WRITING OTHERWISE. 14 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED 15. NECESSARY TO COMPLETE THE WORK /PROJECT AS DESCRIBED HEREIN. 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE -HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 16. 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION FROM THE PROJECT OWNER'S REPRESENTATIVE TO PROCEED WITH CONSTRUCTION PRIOR TO 17 STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS CONTRACT DOCUMENTS. 7.. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE MANUFACTURER'S VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. B. THE CONTRACTOR SHALL PROVIDE .2 ,FULL SET OF CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS AND ADOENDUMS OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION CONTROL SURVEYS, ESTABUSHING AND MAINTAINING ALL UNES AND GRADES REQUIRED TO CONSTRUCT ALL IMPROVEMENTS AS SHOWN HEREIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING BALL PERMITS AND INSPECTIONS -WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT /ENGINEER, 11-16 STATE, COUNTY OR LOCAL GOVERNMENT AUTHORITY. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 111E .CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. PREMISES SHALL 8E LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. THE CONTRACTOR SHALL NOTIFY THE PROJECT OWNER'S REPRESENTATIVE WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS. 711E CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE WORK THAT IS IN CONFLICT UNTIL CONFLICT IS RESOLVED BY 11-15 PROJECT OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC. ON THE JOB. ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM SURFACE INVESTIGATIONS AND EXISTING PLANS OF RECORD. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO ANY SITE WORK. CALL THE FOLLOWING FOR ALL PRE CONSTRUCTION NOTIFICATION 72 -1-1OURS PRIOR TO ANY EXCAVATION ACTIVITY: DIG SAFE SYSTEM (MA, •ME, NH, RI, VT): 1 -888- 344 -7233 CALL BEFORE YOU DIG (CT): 1- 800- 922 -4455 ST JOHN'S EPISCOPAL 48 ELM STREET NORTHAMPTON., MA 01060 SITE .NO.: 48H0534B SITE TYPE: STEEPLE VICINITY MAP Wli ∎.l 4•' +1J TR)N '9 R O 1 '''''.4- 11 Yi: �-2 c f 1 f' i A...._AV!!j u `T i.'r —____7, X ti :•4, i X .....'.bOI L ,1 DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. PROJECT SUMMARY SITE NUMBER: SITE NAME: SITE ADDRESS: SITE TYPE: PROPERTY OWNER: APPLICANT: 4SH0534B ST JOHN'S EPISCOPAL 48 ELM STREET NORTHAMPTON, MA 01060 ASSESSOR'S PARCEL NO.: MAP: 31D, LOT: 101 STEEPLE ST JOHN'S EPISCOPAL 48 ELM STREET NORTHAMPTON, MA 01060 OMNIPOINT COMMUNICATIONS INC. 15 COMMERCE WAY NORTON, MA 02176 SHEET NUMBER' T -1 SUBMITTALS MANUFACTURER j d HVAC CABLE GROUNDING KIT (TYP OF 12) CABLE TRAY WALL MOUNTED EMERGENCY UGHT- UGHT ALARMS UNIT WIRED TO UNSWITCHED HOT LEG OF UGHTING UNIT (CAT#2P021L25) OR APPROVED EQUAL X All EDWARDS SIGNALS IONIZATION SMOKE DETECTORS -2420 OR EQUAL TJ G G COAX C C G 1 I MG= COAX 1 CABLE fi 1 10/15/07 FINAL CONSTRUCTION 0 PORT POWERTELCO PANEL DOOR FRAME/ DOOR GROUNDING JUMPER PANEL 1}60 DOCUMENT IS THE CREATION, DEIGN, 1 1j BATTERY UNIT BTS UNIT G #2G-\ DIWJCATON AND 115E TTY GU'ERAENT SUBMITTALS MANUFACTURER A SURFACE MOUNTED 1'x4' LAMP FLUORESCENT UGHTF1XWIRE- UTHONIA OR APPROVED EQUAL B WALL MOUNTED EMERGENCY UGHT- UGHT ALARMS UNIT WIRED TO UNSWITCHED HOT LEG OF UGHTING UNIT (CAT#2P021L25) OR APPROVED EQUAL C EDWARDS SIGNALS IONIZATION SMOKE DETECTORS -2420 OR EQUAL .2 10/24/07 FINAL CONSTRUCTION 1 10/15/07 FINAL CONSTRUCTION 0 D9/28/07 CONSTRUCTION 1}60 DOCUMENT IS THE CREATION, DEIGN, PROPEERIY AND COPYRIGHTED WORK OF OKNIPOORT COIOARBCITIONS, INC, ANY DUPIICATXIN OR USE WITHOUT EXPRESS WRRTEN CONSENT IS STRICTLY PRCHBf1ED. DIWJCATON AND 115E TTY GU'ERAENT AGENQE FOR THE PURPOSES OF 006000090 16010 LAWFULLY AUTHORIZED REGIJ-110RY AND A001@BSIBAI10 FUHC00N5 IS .SPECIFICALLY ALLOWED. !FIRS DRAW 1S NOT 24'%38', T IS NOT TO SCALE e SITE 4SH0534B ST JOHN'S EPISCOPAL 48 ELM STREET NORTHAMPTON, MA 01060 TYPE MANUFACTURER A SURFACE MOUNTED 1'x4' LAMP FLUORESCENT UGHTF1XWIRE- UTHONIA OR APPROVED EQUAL B WALL MOUNTED EMERGENCY UGHT- UGHT ALARMS UNIT WIRED TO UNSWITCHED HOT LEG OF UGHTING UNIT (CAT#2P021L25) OR APPROVED EQUAL C EDWARDS SIGNALS IONIZATION SMOKE DETECTORS -2420 OR EQUAL (P) WALL MOUNTED HVAC UNIT CABLE TRAY SUSPENDED FROM CEILING NEWTON INSTRUMENT 2003 -21 OR EQUAL (P) 6'- 3'X10' -7" EQUIPMENT ROOM ON 2ND FLOOR OF BELL TOWER R 2 UN 1 I ffe NIF#3 (PCABINET 0 I �I 0 0 0 j e// d/ d /d ®d /.�2 /dd//d/dd.� L MEETER URCH r (P) 1X4 CEIUNG MOUNTED FLUORESCENT UGHT FIXTURE (TYP.) NOTE: ®(E) UTIUTY 200A, 1- PHASE, 120/240V, 0/H SERVICE TO THE CHURCH. THIS SERVICE MAY REQUIRE AN UPGRADE TO ACCOMMODATE THE T- MOBILE EQUIPMENT REQUIREMENTS FOR A 200A,1 -PH, 120/240V. COORDINATE THIS WITH THE CHURCH AND T- MOBILE. Q(E) UTIUTY SERVICE WEATHERHEAD FOR THE CHURCH. (E) SERVICE DROP LOCATED IN THE BASEMENT. (P) T- MOBILE SERVICE WEATHERHEAD THE T.-MOBILE 200A, 3W, 120/240V 'SERVICE TO BE TAPPED OFF THE IN COMING UT1UT SERVICE. SEE ITEM (1.) ABOVE. 05 (P) T- MOBILE SERVICE METER, 200A, 1 -PH, 120/240V. THE LOCATION OF THE METER TO BE DETERMINED IN COORDINATION WITH THE LOCAL UTILITY. THE CONTRACTOR TO INSTALL THE WEATHERHEAD AND THE .METER SOCKET AS PER THE UTIUT REQUIREMENTS. ®(P) 3 #3/0 AWG, 1 #40 2 "C TO THE (P) 200A, 2 -P FUSED DISCONNECT TO BE. LOCATED IN THE ELECTRIC ROOM IN THE BASEMENT. (2) 'P THE CHURCH. DISCONNECT, S2 -D OR EQUAL TO BE LOCATED CLOSE 08 (P) 3#3/0 AWG, 1 #4G 2"C 10 RUN UNDERNEATH THE CEILING AND ROUTED UP TO THE T- MOBILE EQUIPMENT ON 2140 FLOOR IN THE BELL TOWER. (P) T- MOBILE PPC LOCATED IN THE 1-MOBILE EQUIPMENT ROOM ON THE 2ND FLOOR. ROM MASTER GROUND BAR (MGB) TO BE LOCATED IN THE EQUIPMENT ROOM. 0.(P) #4/0 AWG GREEN INSULATED UPPER WITH 2 "C TO CONNECT THE MGB TO THE DOMESTIC WATER MAIN IN BASEMENT. CONTRACTOR APPROVED GROUND CLAMPS AT THE WATER MAIN. (E) DOMESTIC WATER MAIN. (P) TELCO DEMARC C WITH PULL STRING O TO N RUN E ER CHURCH. FROM THE (E) DEMARC TO T- MOBILE PPC. POWER LIGHTING PLAN O SCALE: N.T.S. (P) DOOR (P) EMERGENCY UGHT T---- T-- T --I POWER /TELCO /GROUNDING RISER .DIAGRAM SCALE: N.T.S. 0 (P) AC PANEL (P) TELCO BOARD (P) GROUND 'BAR (P) COAX CABLE ENTRY PORT (P) T- MOBILE EQUIPMENT ROOM SEE RISER DIAGRAM BELOW FOR CONTINUATION PROP. PANEL P -1 GENERAL ELECTRIC TH(H)QL- BOLTON OR EQUAL L 3 1 3/0 112 CND -2 "C ONE .LINE DIAGRAM SCALE N.T.S. #60 AWG INSULATED GROUNDING HALO (ATTACH W/ NON METALIC HANGERS) 2112 k 1112GND -3/4 "C ELT/WP INDOOR AC 111 C /6, FAN, N 115V, 015C. 1 PROVIDE 2 112, 1 1126 IN 3/4 "C w i r4_K IP1 C j I r 4 J CONDENSING 1.11417 O GRADE 10, 16A. I^ 1^ 2 112 1112G110 -1/2 "C F- UGHIING 1 2 112 k 1112GND -1 /2'C RECEPTACLES n n 2P OA n _n n n RIM n 2111014 2P10A n i^ 1 2 112 1112GND -1/2'C L- SMOKE/HEAT DETECTOR 3 SETS OF: 8114 GPS CABLE GROUNDING .KIT GSM CABLE GROUNDING KIT 2 1120 16 3/110 DISC. SW., 0 ANTENNA LNA (TYP OF 12' CABLE GROUNDING KR (TYP OF 12 COAXIAL 1 CABLE �L (CATVX) 111 (P) 1C, 1 #2 GND TO EXISTING WATER MAIN GROUNDING RISER DIAGRAM® SCALE: N.T.S. TWIST LOCK RECEPTACLES (1Y 122) EGB ANTENNA SUPPORT PIPE ELECTRICAL AND GROUNDING NOTES 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC) AS WELL AS APPLICABLE STATE AND LOCAL CODES. ALL ELECTRICAL ITEMS SHALL BE U.L APPROVED OR LISTED AND PROCURED PER SPECIFICATION REQUIREMENTS. 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY DRAWINGS AND SPECIFICATION INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE OPERATING AND APPROVED ELECTRICAL SYSTEM. .GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS RESPONSIBLE FOR OBTAINING SAID PERMITS AND COORDINATION OF INSPECTIONS. 5. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO WEATHER SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL CONDUITS OR SCHEDULE 80 PVC (AS PERMRTED BY CODE) AND WHERE REQUIRED 414 UQUID TIGHT FLEXIBLE METAL OR NONMETALUC CONDUITS. EGB 120 ELECTRICAL LEGEND A.F.F. L.O.N. WP GET A V KWH C L 808 I° I EG8 0 -G- 0 PPC NEW PANEL BOARD, SURFACE MOUNTED EXISTING PANEL BOARD, SURFACE MOUNTED DRY TYPE TRANSFORMER METER CIRCUIT BREAKER NON- FUSIBLE DISCONNECT SWITCH, MOUNTED 54" A.F.F. FUSIBLE DISCONNECT SWITCH, MOUNTED 54 "A.F.F. TRANSIENT VOLTAGE SURGE SUPPRESSER WITH BUILT -IN FUSES, SURFACE MOUNTED DUPLEX OUTLET, SURFACE MOUNTED, 20 AMPS, 125 VOLTS, SINGLE PHASE JUNCTION BOX, SURFACE MOUNTED 18" A.F.F. EXPOSED WIRING HOME RUNS, MINIMUM 2110 1110G IN 3/4" CONDUIT U.O.N. ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED WEATHERPROOF GROUND FAULT INTERRUPTER AMPERE VOLT KILOWATT HOUR CONDOR GROUND GROUND MASTER GROUND BAR m 1 C 1N EQUIPMENT GROUND BAR :m 'N GROUND COPPER WIRE, SIZE AS NOTED EXPOSED ,WIRING COAXIAL CABLE 5/8 "x10' COPPER CLAD STEEL GROUND ROD ®THERMIC (CADWELD) OR MECHANICAL (COMPRESSION TYPE) CONNECTION POWER PROTECTION CABINET 6. BURIED CONDUIT SHALL BE SCHEDULE 40 PVC. 7. ELECTRICAL WIRING SHALL BE COPPER WITH TYPE XHHW, THWN, OR THIN INSULATION. RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY DEMARCATION POINT AND T- MOBILE CELL S2E POWER PEDESTAL AS INDICATED ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE. COORDINATE INSTALLATION WITH UTILITY COMPANY. 9. RUN TELCO CONDUT OR CABLE BETWEEN TELEPHONE UTILITY DEMARCATION POINT AND T- MOBILE CELL SITE TELCO CABINET AND STS CABINET AS INDICATED ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE IN INSTALLED TELCO CONDUT. PROVIDE GREENLEE CONDUIT MEASURING TAPE AT EACH END. 10. WHERE CONDUIT BETWEEN STS AND T- MOBILE CELL SITE POWER PEDESTAL AND BETWEEN BTS AND T- MOBILE CELL SITE TELCO SERVICE CABINET ARE UNDERGROUND USE PVC, SCHEDULE 40 CONDUIT. ABOVE THE GROUND PORTION OF THESE CONDUITS SHALL BE PVC CONDUIT. 11. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE. 12. PPC SUPPUED BY T- MOBILE. 13. GROUNDING SHALL COMPLY WITH NEC ARTICLE 250. 14. GROUND COAXIAL CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS COAX CABLE GROUNDING KITS SUPPLIED BY T- MOBILE. 15. USE COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR ABOVE GRADE GROUNDING (UNLESS OTHERWISE SPECIFIED) AND 12 SOUD TINNED BARE COPPER WIRE FOR BELOW GRADE GROUNDING AS INDICATED ON THE DRAWING. 16. ALL GROUND CONNECTIONS TO BE BURNDY HYGROUND COMPRESSION TYPE CONNECTORS OR CADWELD EXOTHERMIC WELD. DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED STEEL. 17. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE, EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT ANGLE. ALWAYS MAKE AT LEAST 12" RADIUS BENDS. #6 WIRE CAN BE BENT AT 6' RADIUS WHEN NECESSARY. BOND ANY METAL OBJECTS WITHIN 7 FEET OF T- MOBILE EQUIPMENT OR CABINET TO MASTER GROUND BAR. 18. CONNECTIONS TO GROUND BARS SHALL. BE MADE WITH TWO HOLE COMPRESSION TYPE COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO ALL LOCATIONS. 19. APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION TYPE GROUND CONNECTIONS. 20. BOND ANTENNA MOUNTING BRACKETS, COAXIAL CABLE GROUND IRS, AND PM TO EGB PLACED NEAR THE ANTENNA LOCATION. 21. BOND ANTENNA EGB'S AND MGB TO GROUND RING. 22. TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR PROJECT CLOSE -OUT DOCUMENTATION. 5 OHMNS MINIMUM RESISTANCE REQUIRED. 23. FIRE RATING OF THE (P) COAX CABLE TO BE CAN -R RATED, PER NEC. OMNIPOINT COMMUNICATIONS INC. A WHOLLY -OWNED SUBSIDIARY OF T- MOBILE USA, INC. 15 COMMERCE WAY NORTON, MA 02176 OFFICE (508) -286 -2700 FAX: (508) -286 -2893 APPROVALS LANDLORD LEASING R F. ZONING CONSTRUCTION A/E I PROJECT NO: 2807.004 DRAWN EY: PTl CHECKED BY: RS SHEET TITLE PLANS, DIAGRAMS NOTES SHEET NUMBER E -1 OAINIPOINT CO14MUNICA11ONS INC. A WHOLLY -OWNED SUBSIDIARY OF T- MOBILE USA, INC. 15 COMMERCE WAY NORTON, IAA 02176 OFFICE (508) -286 -2700 FAX: (508) -286 -2893 M RXTON APPROVALS LANDLORD LEASING RF ZONING CONSTRUCTION A/E PROJECT NO: 2807.004 DRAWN BY: PT CHECKED BY: RS SUBMITTALS 2 10/24/07 FINAL CONSTRUCTION 1 10/15/07 FINAL CONSTRUCTION 0 09/28/07 CONSTRUCTION 1190 DOCUMENT 6 CREATION, CREAT, 00908, PROPFA1Y AD COPYR GATED WORK OF MIDPOINT C0181(R8CATINS, INC. At DUPLCATION OR USE WITHOUT EXPRESS BPoTIEN CONSENT IS STPoCT.Y PROHIBITED. IMPLICATION USE 8Y GOVERNMENT AGENCIES FOR THE PURPOSES OF =M GM THEIR LAWFULLY AUTHORIZED REGULATORY AND ADfdR76TRATNE FUNCTIONS IS SPEOFICALLY ALLOWED. IF T4$ ORAWU1v 9 NOT 24'X36', T S NOT TO SCAL E. 4SH0534B ST JOHN'S EPISCOPAL 48 ELM STREET NORTHAMPTON, MA 01060 SHEET TITLE SOUTH EAST ELEVATIONS (E) BELL TOWER (P) PANEL ANTENNA MOUNTED IN (E) BELL TOWER WINDOW (PAINTED BLACK) (TYP. OF 1) SECTOR B 150' 0 OF (P) ANTENNAS ELEV: 98' -0`t ACL 0 OF (P) ANTENNAS ELEV: 5T -0 t AGL EQUIPMENT ROOM LEVEL ELEV: 18' -0" (AGL) GROUND LEVEL ELEV: 0 —0' (AGL) (P) POWER /TELCO /GROUND CONDUITS RUN ACROSS BASEMENT CEIUNG TO BASE OF BELL TOWER AND VERTICALLY TO EQUIPMENT ROOM ON 2ND FLOOR (0) CHIMNEY (P) PANEL ANTENNA MOUNTED TO (E) CHIMNEY (PAINTED TO MATCH BRICK FACE) (TYP. OF 2) SECTOR A. 330' (E) STONE RAIL (P) DOGHOUSE (P) COAX CABLES RUN VERTICALLY TO (P) PANEL ANTENNAS IN BELL TOWER (P) 6'- 3'X10' -7' EQUIPMENT ROOM ON 111E 2ND FLOOR OF BELL TOWER cw SOUTH ELEVATION SCALE: 3/32' Ark UPPER PITCHED CHURCH •ROOFLINE -(E) .WATER •MAIN IN L BASEMENT E POWER DEMARC IN BASEMENT ...—(E) NCO I} DEMARC ON BUILDING EXTERIOR (E) CHIMNEY UPPER PITCHED CHURCH ROOFUNE W L� (P) PANEL ANTENNA MOUNTED TO (0) CHIMNEY (PAINTED TO MATCH BRICK FACE) (TYP. OF. 2) SECTOR C 240' (P) PANEL ANTENNA MOUNTED IN (E) BELL TOWER W11W1140041 0O (PAINTED BLACK) (TYP. OF 1) SECTOR B 150' (E) -STONE RAIL (P) (E) CORNER PIER MOUNTED P ER (EYO D) (PAINTED TO MATCH (E) -BRICK FACE) (P) 6'- 3'X10' -7" EQUIPMENT ROOM ON THE 2ND FLOOR OF BELL TOWER (E) POWER DEMARC N —(E) WATER MAIN IN IN L BASEMET BASEMENT EAST ELEVATION SCALE: 3/32' 1' -0' 0 (E) BELL TOWER TOP OF CHURCH ILDV: 102' -8" (AGL) ILOF (P) ANTENNAS ELEV: 98' —O't (AGL) O OF (P) ANTENNAS ELEV: 87 —0't (AGL) (P) DOGHOUSE (P) COAX CABLES RUN VERTICALLY TO (P) PANEL ANTENNAS IN BELL TOWER (P) BTS UNIT r (TOTAL OF 3) 1 EQUIPMENT ROOM LEVEL ELEV1 —"'AGL) (P) BATTERY BACKUP UNIT (TOTAL OF 1) GROUND LEVEL ELEV: 0 —0' (AGL) (P) POWER /TELCO /GROUND CONDUITS RUN ACROSS BASEMENT CEIUNG TO BASE OF BELL TOWER AND VERTICALLY TO EQUIPMENT ROOM ON 2ND FLOOR SHEET ER SHEET NUMB A -3 CHECKED BY: RS MIN. MAX. MIN. MAX. MIN. THICK. PIPE ANNULAR PACE T SUBMITTALS F RANG F WEILIKIDEFILAIIIEUDIUMINIMMI CABLES 2 F 11WLiliiIIIII©QIIIIIIII© INII I YLii 2 F IENTLNENNIMINIIIMMINIEMINIIIIIIMMIN 4' 2 10/24/07 FINAL CONSTRUCTION 1 10/15/07 FINAL CONSTRUCTION 0 09/26/07 CONSTRUCTION THIS DOCUMENT IS THE CREATION, 00888, PROPERTY AND COPYRIGHTED WORK OF °WIPOIN' COINAUNICA110NS, INC. ANY DUPLICATION R USE YT'HOLE OAS YPATLEN CONSENT LS STRICTLY PR0H88E0. DUPUCATLON AND 000 BY GOVERNMENT 408110ES FOR 111E PURPOSES OF CONDUCING HER (AWFULLY AUTHORIZED REGULATORY AND AOMSISTRS160 FUNCTIONS S SPECEICVLY ALLOWED. IF THIS .DRAWING'S NOT 24'X38', IT S NOT TO SCALE J SITE 4SH0534B ST JOHN'S EPISCOPAL 48 ELM STREET NORTHAMPTON, MA 01060 FLOOR WA LL MIN. MAX. MIN. MAX. MIN. THICK. PIPE ANNULAR PACE T MIN. THICK. F RANG F WEILIKIDEFILAIIIEUDIUMINIMMI CABLES 2 F 11WLiliiIIIII©QIIIIIIII© INII I YLii 2 F IENTLNENNIMINIIIMMINIEMINIIIIIIMMIN 4' 2 F m4imkI81Y4 NIFRYLIMi ®4i 3 LIMI NIE L'lIIIIIIl7lINi ®4i F EIMEMIII©LIMiii`I■F 3 W ®4Im4FYLM®4Nai ®4i 3 W FXPdii INIALM SNAMIIilil ®4i 3 W ba ®4i 3 w I IME=©LlMINIlMiiii ®4i 3 NUMBER OF OF NOMINAL COAXIAL WIDTH DEPTH OF CABLES CABLE CABLE TRAY 12 24' 4' 8 18' 4' 4 12' 4' MAX. DM. NOMINAL MIN. TILL OF THROUGH ANNULAR FILL MATERIAL TYPE PENETRANT SPACE IN. CONDUIT 1' 1/2' FSP 1100 PUTTY 2" 1' FS 1900 SEALANT VERIFY SIZE Yi/ MANUF. SPECS MT -365 8Y M I NC. OR APP D EQU NEW BASE FLASHING EXISTING ROOF ILA 2x12 (TYP) PRESSURE 1= o p m TREATED CURB "•''''F: Ll►T�1'p 17 N f%IT�T�11�., f r'," i, SYSTEM 2x2 PRESSURE TREATED FRAME EXISTING ROOF STRUCTURE ROOF PENETRATION DOGHOUSE DETAIL SCALE: N.T.S. --�r— WALL/CEIUNG /FLOOR POWER AND TELCO MOUNTED TO UNISTRUT 0 SCALE: N.T.S. AS NEEDED HOLD DOWN CLAMP MOUNT TRAY TO UNISTRUT WITH 1/2" 13 X 1 1/2' LONG GALVANIZED BOLTS, SPRING NUTS P1010 WASHERS CABLE TRAY 9" RUNGS, -4' LOADING DEPTH. SUPPORT CABLES WITH STAINLESS STEEL CLAMPS OR TIE WRAPS EVERY 3 FT. UNISTRUT P1000 EVERY 6' ON CENTER MOUNT UNISTRUT TO BLDG. WITH 1/2' DIA. HILTI HY20 BOLTS VERTICAL CABLE TRAY 1 0 SCALE: N.T.S. L&W PROPOSED MIS LT -12 (OR APPROVED EQUAL) PRE GALVANIZED STEEL MEDIUM DUN CABLE TRAY WITH 9' RUNG SPACING. FASTEN TO SLEEPERS WITH HOLD DOWN CLAMPS AND 3/6'x1 1/2" GALV LAG SCREWS. PREFAB METAL HOOD REINSULATE SPACE AROUND CABLES, INSIDE HOOD COMPLETELY HOOD FLASHING UNISTRUT P1000 X 12' ATTACH W/ A10 SCREWS UTILITY CONDUIT (P) COAX CABLES MOUNTED TO UNISTRUT MOUNTED TO UNISTRUT COVERED VERTICAL TRAY SHALL BE PANTED TO MATCH BUILDING COLOR AND TEXTURE EOM 1. PVC SLEEPERS FILLED WITH CONCRETE EVERY 10' -0 COAX (ATTACH COAX TO CABLE TRAY WITH CABLE TIES, 6' O.C.) 4' LONG 3/4' MCNICHOLS GEM BAR GRATING W /(6) G -STYLE CUP FASTENERS ((3) EA. SIDE). LOCATIONS OF GRATING TO BE SPECIFIED BY T- MOBILE ECM. HORIZONTAL CABLE TRAY SCALE: N.T.S. #6 GREEN STRANDED COPPER WITH 2 -HOLE LUG BONDING JUMPER SPUCE PLATE ROOF PAD ADHERE TO SLEEPERS (NOT 70 ROOF MEMBRANE) CEIUNG SYS TEM —Y A10 SCREWS (TYP) I COAX CABLES FASTENED TO CABLE LADDER GROUND WIRE COAX CABLES HUNG FROM CEILING W /UNISTRUT SCALE: N.T.S. WALL/CEIUNG� COAX CABLE MOUNTED TO UNISTRUT 0 SCALE: N.T.S. ONE 2 "4 METALLIC PIPE OR CONDUIT TO BE CENTERED .WIT1118 FIRESTOP SYSTEM. PIPE SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL/FLOOR ASSEMBLY FILL VOID WITH CAULK, FLUSH WITH BOTH SURFACES OF WALL (SEE TABLE) SEALANT: TREMCO INC, TREMSTOP -WBM UL SYSTEM NUMBER: WL1051 F RATING 1 2 HR. GROUT ALL VOIDS AROUND SLEEVES SEALANT CONDUIT P 000 UNISTRUT HANGER RODS COAX CABLE LADDER P1000 UNISTRUT NOTE: CORE HOLE 1 1/2" LARGER THAN THE DIAMETER OF THE CONDUIT. CORE DRILLS TO BE SEALED WITH ELASTOMERIC SEALANT. 4 "x4'x4' O.C. PVC SLEEPERS AND AT ALL COAX BRIDGE JOINTS. 6" LONGER' THAN WIDTH OF CABLE TRAY. (SEE NOTE 1) 14 0 NISTRU1 P1000 X 18' ATTACH W/ (2) 1/2'4 LAG BOLTS AS NEEDED VARIES SCALE:. N.T.S. U -BOLT P /N: 3066733 3/8" 0 GALV. BOLT V!/ NUT WASHER (TYP) PLAN GPS ANTENNA NOTES; 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF 7HE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. 2. ALL GPS ANTENNA LOCATIONS MUST BF A810 TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR BEFORE SATELLITES. FINAL LOCATION GPS HANDHELD GPS ANTENNA GPS ANTENNA DETAIL SCALE: N.T.S. ONE 2 "0 SCHEDULE 40 PVC PIPE TO BE CENTERED WITHIN FIRESTOP SYSTEM. 'A NOM. ANNULAR SPACE OF 5 /16" IS REQUIRED WITHIN THE FIRESTOP SYSTEM PIPE SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL/FLOOR ASSEMBLY PACKING MATERIAL SHALL BE A -MIN. OF 1 1/2' THICK OF MIN. 6 PCF MINERAL WOOL EWE INSULATION FIRMLY PACKED IN OPENING. FILL VOID W/ A MIN. OF 2" THICK OF SEALANT APPLIED FLUSH W/THE TOP SURFACE OF BOTH SIDES OF FLOOR/WAL SEALANT: SPECSEAL 500, 501, 502 OR 505 SEALANT BY SPECIFIED TECHNOLOGIES, INC. UL SYSTEM NUMBER: CAl2057 PRATING -2 HR. TYPICAL PENETRATION DETAILS GPS ANTENNA ELEVATION FORMING MATERIAL SHALL BE A MIN. OF 1 1/2' THICK OF MIN. 4.0 PCF MINERAL. WOOL BATT INSULATION FIRMLY PACKED IN OPENING, USG INTERIORS -TYPE SAF UL SYSTEM NUMBER: CAJ1020 F RATING 3 HR. GSM ANTENNA COMTELCO P /N: BSDB18U8 rp tr y e ee' e QZ'eeS v n r THROUGH PEW-RANTS ONE METALLIC PIPE, CONDUIT OR TUBING 70 BE INSTATED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL. MOUNTING BRACKET TP P /N: FD -06- 1342 -00 MOUNT CUP ANGLE FOR CPS MOUNTING HARDWARE (MOUNT TO BRICK FACADE) GRANITE CAP GSM ANTENNA /8' DIA. HOLE WITH (2) HILT( HY 20 ANCHORS W/ 5' MIN EMBEDMENT FOR MASONRY CONSTRUCTION WITH SCREEN TUBE EXISTING CORNER BRICK PIER 6' 0.C. EXISTING CORNER BRICK PIER 1,-Er ONE 2'4 SCHEDULE -40 PVC PIPE TO BE CENTERED WITHIN FIRESTOP i i r SYSTEM. PIPE SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL/FLOOR ASSEMBLY SEALANT, MIN. OF 1 1/4' THICK, FLUSH WITH BOTH SURFACES OF WALL FOR 2 HR. ASSEMBLY, 5/8' THICK FOF 1 HR. ASSEMBLY. A 5/8' CROWN AROUND CONDUIT WITH A 1' MIN. LAP AROUND OPENING SEALANT: INTERNAT'L PROTECTIVE COATINGS CORP -ESP 110 PUTTY OR FS1900 SEALANT UL SYSTEM NUMBER: WL2038 F RATING 1 2 HR. THICKNESS OF SEALANT APPLIED FLUSH W/THE TOP SURFACE OF BOTH SIDES OF FLOOR/WALL (SEE TABLE), USG INTERIORS -TYPE SS ALL EQUIPMENT .SHALL BE ANCHORED PER MANUFACTURER'S GUIDELINES. INSIDE (TOTAL OF 4 (TOTAL OF 4) ANTENNA AMPLIFIER DIMENSIONS: 13 "H x 6'W x 4'D PANEL ANTENNA DIMENSIONS: 72'H x 13'W x 4 "D AMPLIFIER PANEL ANTENNA DETAIL SCALE: N.T.S. PROPOSED TYPICAL BTS EQUIPMENT CABINET DIMENSIONS: 72.8 "H x 23.0'W x 15.7'D (TOTAL OF 3) 0 PROPOSED TYPICAL BALI HAY RACK EQUIPMENT CABINET DIMENSIONS: 76'H x 24'W x 16'D 0 BTS EQUIPMENT DETAIL (E) WALL SYSTEM SECTION AT CABLE PORT ENTRY SCALE: N.T.S. FEED THRU PLATE FLANGE CLAMP BOOT CUSHION COAX CABLES (TYP.) CUSHION CLAMP BOOT JACKET .MICROFLECT 12 HOLE 01118 COAX ENTRY PORT OUTSIDE OMNIPOINT COMMUNICATIONS INC. A WHOILY —OWNED SUBSIDIARY OF -T— MOBILE USA,- INC. 15 COMMERCE WAY NORTON, MA 02176 OFFICE (508) -286 -2700 FAX (508) -286 -2693 50 EASTMAN ST. So0IR EASTON, MA 02375 PHONE: (508) 936-6393 FAX: (508) 936 -6395 APPROVALS LANDLORD LEASING R F. ZONING CONSTRUCTION WE PROJECT N0: 2807.004 DRAWN BY: PT SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A -4 MIN. TILL 1 PIPE OR ANNULAR MATERIAL RATING CONDUIT SPACE N. THICKNESS HR PIPE 3/4' 1 1/4' 2 CONDUIT 3/4' 3/4' 1 VERIFY SIZE Yi/ MANUF. SPECS MT -365 8Y M I NC. OR APP D EQU NEW BASE FLASHING EXISTING ROOF ILA 2x12 (TYP) PRESSURE 1= o p m TREATED CURB "•''''F: Ll►T�1'p 17 N f%IT�T�11�., f r'," i, SYSTEM 2x2 PRESSURE TREATED FRAME EXISTING ROOF STRUCTURE ROOF PENETRATION DOGHOUSE DETAIL SCALE: N.T.S. --�r— WALL/CEIUNG /FLOOR POWER AND TELCO MOUNTED TO UNISTRUT 0 SCALE: N.T.S. AS NEEDED HOLD DOWN CLAMP MOUNT TRAY TO UNISTRUT WITH 1/2" 13 X 1 1/2' LONG GALVANIZED BOLTS, SPRING NUTS P1010 WASHERS CABLE TRAY 9" RUNGS, -4' LOADING DEPTH. SUPPORT CABLES WITH STAINLESS STEEL CLAMPS OR TIE WRAPS EVERY 3 FT. UNISTRUT P1000 EVERY 6' ON CENTER MOUNT UNISTRUT TO BLDG. WITH 1/2' DIA. HILTI HY20 BOLTS VERTICAL CABLE TRAY 1 0 SCALE: N.T.S. L&W PROPOSED MIS LT -12 (OR APPROVED EQUAL) PRE GALVANIZED STEEL MEDIUM DUN CABLE TRAY WITH 9' RUNG SPACING. FASTEN TO SLEEPERS WITH HOLD DOWN CLAMPS AND 3/6'x1 1/2" GALV LAG SCREWS. PREFAB METAL HOOD REINSULATE SPACE AROUND CABLES, INSIDE HOOD COMPLETELY HOOD FLASHING UNISTRUT P1000 X 12' ATTACH W/ A10 SCREWS UTILITY CONDUIT (P) COAX CABLES MOUNTED TO UNISTRUT MOUNTED TO UNISTRUT COVERED VERTICAL TRAY SHALL BE PANTED TO MATCH BUILDING COLOR AND TEXTURE EOM 1. PVC SLEEPERS FILLED WITH CONCRETE EVERY 10' -0 COAX (ATTACH COAX TO CABLE TRAY WITH CABLE TIES, 6' O.C.) 4' LONG 3/4' MCNICHOLS GEM BAR GRATING W /(6) G -STYLE CUP FASTENERS ((3) EA. SIDE). LOCATIONS OF GRATING TO BE SPECIFIED BY T- MOBILE ECM. HORIZONTAL CABLE TRAY SCALE: N.T.S. #6 GREEN STRANDED COPPER WITH 2 -HOLE LUG BONDING JUMPER SPUCE PLATE ROOF PAD ADHERE TO SLEEPERS (NOT 70 ROOF MEMBRANE) CEIUNG SYS TEM —Y A10 SCREWS (TYP) I COAX CABLES FASTENED TO CABLE LADDER GROUND WIRE COAX CABLES HUNG FROM CEILING W /UNISTRUT SCALE: N.T.S. WALL/CEIUNG� COAX CABLE MOUNTED TO UNISTRUT 0 SCALE: N.T.S. ONE 2 "4 METALLIC PIPE OR CONDUIT TO BE CENTERED .WIT1118 FIRESTOP SYSTEM. PIPE SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL/FLOOR ASSEMBLY FILL VOID WITH CAULK, FLUSH WITH BOTH SURFACES OF WALL (SEE TABLE) SEALANT: TREMCO INC, TREMSTOP -WBM UL SYSTEM NUMBER: WL1051 F RATING 1 2 HR. GROUT ALL VOIDS AROUND SLEEVES SEALANT CONDUIT P 000 UNISTRUT HANGER RODS COAX CABLE LADDER P1000 UNISTRUT NOTE: CORE HOLE 1 1/2" LARGER THAN THE DIAMETER OF THE CONDUIT. CORE DRILLS TO BE SEALED WITH ELASTOMERIC SEALANT. 4 "x4'x4' O.C. PVC SLEEPERS AND AT ALL COAX BRIDGE JOINTS. 6" LONGER' THAN WIDTH OF CABLE TRAY. (SEE NOTE 1) 14 0 NISTRU1 P1000 X 18' ATTACH W/ (2) 1/2'4 LAG BOLTS AS NEEDED VARIES SCALE:. N.T.S. U -BOLT P /N: 3066733 3/8" 0 GALV. BOLT V!/ NUT WASHER (TYP) PLAN GPS ANTENNA NOTES; 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF 7HE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. 2. ALL GPS ANTENNA LOCATIONS MUST BF A810 TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR BEFORE SATELLITES. FINAL LOCATION GPS HANDHELD GPS ANTENNA GPS ANTENNA DETAIL SCALE: N.T.S. ONE 2 "0 SCHEDULE 40 PVC PIPE TO BE CENTERED WITHIN FIRESTOP SYSTEM. 'A NOM. ANNULAR SPACE OF 5 /16" IS REQUIRED WITHIN THE FIRESTOP SYSTEM PIPE SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL/FLOOR ASSEMBLY PACKING MATERIAL SHALL BE A -MIN. OF 1 1/2' THICK OF MIN. 6 PCF MINERAL WOOL EWE INSULATION FIRMLY PACKED IN OPENING. FILL VOID W/ A MIN. OF 2" THICK OF SEALANT APPLIED FLUSH W/THE TOP SURFACE OF BOTH SIDES OF FLOOR/WAL SEALANT: SPECSEAL 500, 501, 502 OR 505 SEALANT BY SPECIFIED TECHNOLOGIES, INC. UL SYSTEM NUMBER: CAl2057 PRATING -2 HR. TYPICAL PENETRATION DETAILS GPS ANTENNA ELEVATION FORMING MATERIAL SHALL BE A MIN. OF 1 1/2' THICK OF MIN. 4.0 PCF MINERAL. WOOL BATT INSULATION FIRMLY PACKED IN OPENING, USG INTERIORS -TYPE SAF UL SYSTEM NUMBER: CAJ1020 F RATING 3 HR. GSM ANTENNA COMTELCO P /N: BSDB18U8 rp tr y e ee' e QZ'eeS v n r THROUGH PEW-RANTS ONE METALLIC PIPE, CONDUIT OR TUBING 70 BE INSTATED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL. MOUNTING BRACKET TP P /N: FD -06- 1342 -00 MOUNT CUP ANGLE FOR CPS MOUNTING HARDWARE (MOUNT TO BRICK FACADE) GRANITE CAP GSM ANTENNA /8' DIA. HOLE WITH (2) HILT( HY 20 ANCHORS W/ 5' MIN EMBEDMENT FOR MASONRY CONSTRUCTION WITH SCREEN TUBE EXISTING CORNER BRICK PIER 6' 0.C. EXISTING CORNER BRICK PIER 1,-Er ONE 2'4 SCHEDULE -40 PVC PIPE TO BE CENTERED WITHIN FIRESTOP i i r SYSTEM. PIPE SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL/FLOOR ASSEMBLY SEALANT, MIN. OF 1 1/4' THICK, FLUSH WITH BOTH SURFACES OF WALL FOR 2 HR. ASSEMBLY, 5/8' THICK FOF 1 HR. ASSEMBLY. A 5/8' CROWN AROUND CONDUIT WITH A 1' MIN. LAP AROUND OPENING SEALANT: INTERNAT'L PROTECTIVE COATINGS CORP -ESP 110 PUTTY OR FS1900 SEALANT UL SYSTEM NUMBER: WL2038 F RATING 1 2 HR. THICKNESS OF SEALANT APPLIED FLUSH W/THE TOP SURFACE OF BOTH SIDES OF FLOOR/WALL (SEE TABLE), USG INTERIORS -TYPE SS ALL EQUIPMENT .SHALL BE ANCHORED PER MANUFACTURER'S GUIDELINES. INSIDE (TOTAL OF 4 (TOTAL OF 4) ANTENNA AMPLIFIER DIMENSIONS: 13 "H x 6'W x 4'D PANEL ANTENNA DIMENSIONS: 72'H x 13'W x 4 "D AMPLIFIER PANEL ANTENNA DETAIL SCALE: N.T.S. PROPOSED TYPICAL BTS EQUIPMENT CABINET DIMENSIONS: 72.8 "H x 23.0'W x 15.7'D (TOTAL OF 3) 0 PROPOSED TYPICAL BALI HAY RACK EQUIPMENT CABINET DIMENSIONS: 76'H x 24'W x 16'D 0 BTS EQUIPMENT DETAIL (E) WALL SYSTEM SECTION AT CABLE PORT ENTRY SCALE: N.T.S. FEED THRU PLATE FLANGE CLAMP BOOT CUSHION COAX CABLES (TYP.) CUSHION CLAMP BOOT JACKET .MICROFLECT 12 HOLE 01118 COAX ENTRY PORT OUTSIDE OMNIPOINT COMMUNICATIONS INC. A WHOILY —OWNED SUBSIDIARY OF -T— MOBILE USA,- INC. 15 COMMERCE WAY NORTON, MA 02176 OFFICE (508) -286 -2700 FAX (508) -286 -2693 50 EASTMAN ST. So0IR EASTON, MA 02375 PHONE: (508) 936-6393 FAX: (508) 936 -6395 APPROVALS LANDLORD LEASING R F. ZONING CONSTRUCTION WE PROJECT N0: 2807.004 DRAWN BY: PT SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A -4 SUBMITTALS 2 10/24/07 FINAL CONSTRUCTION 1 10/15/07 FINAL CONSTRUCTION 0 09/26/07 CONSTRUCTION 1185 DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF OBNIPOINf C0E6NRIC111018, INC. ANT' DLIP1l2 11N OR USE WITHOUT BORES WRITTEN CONSENT IS STRICTLY PROHIBITED. COPUCA11OI AND 050 SY GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR LAWFIA.LY AUTHORIZED REGULATORY AND AOMNSTRATNE FUNCTIONS IS SPECIFICALLY ,MOWED. IF INS DRAWING IS NOT 245538', 11 5 NOT 10 SCALE SITE •4SH0534B ST JOHN'S EPISCOPAL 48 ELM STREET NORTHAMPTON, MA 01060 SCALE: N.T.S. WALL (P) G`W 8� FIRE-RATED GYPSUM PANEL TYPE Y. iii INI 2 3/8'4 0.D. PIPE III 4111 III 5 MIL VAPOR BARRIER 1 1/2' RIGID INSULATION 1 1/2' 22GA. Z FURRING CHANNELS 6 16" 0.C. (TYP (P) (2) 5/8" G.W.B. TYPE X (P) 4' VINYL BASE (TIP.) ANTENNA MOUNTING STRAP (P) TMA TIP. 7/8' RESILIENT CHANNELS FLUSH MOUNT ADAPTER O (1) (1) LAYER OF 5/8' CDX APA RATED PLYWOOD PART NUMBER: 83023 BY VALMONT MICROFLECT TEL 1 -888- 880 -9191 WAYW.VALMONT.COM (P) WOOD BLOCKING (P) (1) LAYER 5/8' G.W.B. FIRE -RATED GYPSUM PANEL TYPE 'X'. RUCTURAL LUMBER (P) 2x6 ROOF JOISTS -6 16' 0.0 MBER CONSTRUCTION SHALL CONFORM TO ARC. 'TIMBER CONSTRUCTION AL AND AF &PA 'NATIONAL DESIGN SPECIFICATIONS'. SAWN LUMBER SHALL BE SPRUCE- PINE -FIR (SPF) WITH FOLLOWING MINIMUM GRADES: 515, RAFTERS, WALL STUDS AND LINTEL; N0. 1 GRADE. S AND PLATES; STUD GRADE. 0 WOOD POSTS; 110. 1 GRADE. DGING, BLOCKING AND NAILERS: STUD GRADE. ORCED FLOOR JOISTS SHALL BE 1.9E MICROLLAM LVL BEAMS. OWABLE BENDING STRESS: Fb min 1,000 P51. E 1,600,000 P51. MICROLLAM (LVL) MEMBERS SHALL HAVE THE FOLLOWING MINIMUM ERTIES: Fb 2,500 P51, Po 285 PSI, E 1,900,000 PSI. FASTENERS SHALL BE HOT DIP GALVANIZED HEAVY DUTY JOIST HANGERS MANUFACTURED HI 51MPSON STRONG -TIE COMPANY, INCLUDING ALL CLIP 5 PLATES. ASTENINGS AND CONNECTIONS SHALL CONFORM TO SECTION 2305.2 NING SCHEDULE, MASSACHUSETTS STATE BUILDING CODE, 6th EDITION. ALL STUD WALLS, BEARING AND NON- BEARING, SHALL HAVE ONE ROW OF NUOUS 2x SOLID BLOCKING BETWEEN STUDS AT MID HEIGHT. )OD PRESERVATIVE (PRESSURE TREATED) IN ACCORDANCE WITH AWPA 02. ESERVAT1VE SHALL BE CHROMATED ZINC CHLORIDE (CZC) OR CHROMATED PPER ARSENATE (CCA) CONFORMING TO AWPA P5. NET DRY. SALT RETENTION WOOD SHALL 80 0.048 PCF FOR CZC AND 0.23 FOR CCA. TREATED WOOD BE DRIED 70 MOISTURE CONTENT OF NOT MORE THAN 15%. 'ARMSTRONG' MPOSITION ART 51858) (E) 2.12 018' 0.C. FLOOR JOISTS SECTION EQUIPMENT ROOM SCALE: 1' =1' -0' N07F' ANTENNA AND ALL VISIBLE CONNECTION HARDWARE PAINT TO MATCH COLOR TEXTURE OF EXISTING FACADE (UL 501) (FIRE RATED) EXIST1N0 STONE MASONRY 3/4'4 EPDXY ANCHOR BOLTS EXTERIOR I INTERIOR W/ 5' MIN. EMBEDMENT (4 EA TOP 2 EA. BOTTTOM) 4' EXISTING WINDOW OPENING 0 L6x4x3/8 2' -4' LONG. (P) WOOD TOP PLATES 2x4 STUD WALL 0 16" 0.C. W1T11 3' BATT INS. (P) (2) LAYERS 5/6' C.W.B. FIRE -RATED GYPSUM PANEL TYPE 'X'. (1) LAYER OF 3/4' CDX PLYWOOD (P) WOOD SILL PLATE (P) 1x6 PINE TRIM BOARD ON ALL SIDES U -BOLT 2 3/8'4 0.D. PIPE (P) PANEL ANTENNA (TYP. OF 2) ANTENNA DOWN TILT BRACKET (P) TMA MP) (V.I.F. 6 't ANTENNA MOUNTING DETAIL O SCALE: 1' =1' -0' (E) CHIMNEY 1 1 I 4' 5' MIN. (E) BELL TOWER J' I 2 III II I II 111 f II PARTIAL "ELEVATION SCALE: 1/2 =1' -0" L_ A CL (P) PANEL ANTENNA (TYP. OF 2) (P) TMA (TYP.) 3/8'4 0.D. PIPE 3/4'4 EPDXY ANCHOR BOLTS W/ 5' MIN. EMBEDMENT (4 EA TOP 2 EA BOTTOM) ANTENNA MOUNTING DETAIL O SCALE: 1' =1' -0'_ STRUCTURAL NOTES: 1. DESIGN REQUIREMENTS ARE PER STATE BUILDING CODE AND APPLICABLE SUPPLEMENTS, ANSI /ASCE7, EIA /TIA -222 -F STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND ERECTION OF ANY MATERIAL. ANY UNUSUAL CONDITIONS SHALL BE REPORTED TO THE ATTENTION OF THE CONSTRUCTION MANAGER AND ENGINEER OF RECORD. 3. DESIGN AND CONSTRUCTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS 4. STRUCTURAL MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A36 STRUCTURAL STEEL UNLESS OTHERWISE INDICATED, 5. STEEL PIPE SHALL CONFORM TO ASTM A500 "COLD- FORMED WELDED SEAMLESS CARBON STEEL STRUCTURAL TUBING GRADE A, OR ASTM A53 PIPE STEEL BLACK AND HOT- DIPPED ZINC COATED WELDED AND SEAMLESS TYPE E OR S, GRADE B. PIPE SIZES INDICATED ARE NOMINAL. ACTUAL OUTSIDE DIAMETER IS LARGER. 6. STRUCTURAL CONNECTION BOLTS SHALL BE HIGH STRENGTH BOLTS (BEARING TYPE)AND CONFORM TO ASTM A325 "HIGH STRENGTH BOLTS FOR STRUCTURAL JOINTS, INCLUDING SUITABLE NUTS AND PLAIN HARDENED WASHERS'. ALL BOLTS SHALL BE 5/8' DIA 0ON. 7. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM Al23 "ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS UNLESS OTHERWISE NOTED. 8. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC COATING (HOT -DIP) ON IRON AND STEEL HARDWARE', UNLESS OTHERWISE NOTED. 9. FIELD WELDS, DRILL HOLES, SAW CUTS AND ALL DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED PATH AN ORGANIC ZINC REPAIR PAINT COMPLYING WITH REQUIREMENTS OF ASTM A780. GALVANIZING REPAIR PAINT SHALL HAVE 65 PERCENT ZINC BY WEIGHT, ZIRP BY DUNCAN GALVANIZING, GALVA BRIGHT PREMIUM BY CROWN OR EQUAL THICKNESS OF APPLIED GALVANIZING REPAIR PAINT SHALL BE NOT NOT LESS THAN 4 COATS (ALLOW TIME TO DRY BETWEEN COATS) WITH A RESULTING COATING THICKNESS REQUIRED BY ASTM Al23 OR A153 AS APPLICABLE. 10. CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCEDURES, APPEARANCE AND QUAUTY OF WELDS, AND FOR METHODS USED IN CORRECTING WELDING. ALL WELDERS AND WELDING PROCESSES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS 'STANDARD QUALIFICATION PROCEDURES ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND DI.I. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC 'MANUAL OF STEEL CONSTRUCTION'. 9TH EDITION. 11. INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISFITRNG OR NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE CONSTRUCTION MANAGER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE CONSTRUCTION MANAGER APPROVAL 12. UNISTRUTS SHALL BE FORMED STEEL CHANNEL STRUT FRAMING AS MANUFACTURED BY UNISTRUT CORP, WAYNE, MI OR EQUAL. STRUT MEMBERS SHALL BE 1 5/6'11 5 /8 "x12GA, UNLESS OTHERWISE NOTED, AND SHALL BE HOT -DIP GALVANIZED AFTER FABRICATION. 13. EPDXY ANCHOR ASSEMBLY. SHALL CONSIST OF 1/2" DIAMETER STAINLESS STEEL ANCHOR ROD WITH NUTS WASHERS. AN INTERNALLY THREADED INSERT, A SCREEN TUBE AND A EPDXY ADHESIVE. THE ANCHORING SYSTEM SHALL BE THE HILTI -HIT 117 -20 AND OR HY -150 SYSTEMS (AS SPECIFIED AN DWG.) OR ENGINEERS APPROVED EQUAL WITH -4-1/4' MIN. EMBEDMENT DEPTH. 14. EXPANSION BOLTS SHALL CONFORM TO FEDERAL SPECIFICATION FF -S -325, GROUP II, TYPE 4, CLASS 1, HILT KWIK BOLT II OR APPROVED EQUAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE THREE AND ONE HALF (3 1/2) INCHES. 15. GRAVEL SUB BASE AND CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL. L6z4x3 /8 16. CONCRETE FOR FENCE AND ICE BRIDGE SUPPORT SHALL BE 3,000 PSI, AIR L LONG. ENTRAINED (47. -6X) NORMAL WEIGHT CONCRETE. 17. ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318 AND ACI 301. a. MINIMUM COMPRESSION STRENGTH FOR MONOPOLE AND FOUNDATION EQUIPMENTS PAD 4,000psi 0 26 DAYS. USE TYPE II CONCRETE UNLESS STATED OTHERWISE. h. CONCRETE MIX SHOULD HAVE A SLUMP OF 4 FOR PIER. 18. THE FOLLOWING MINIMUM CONCRETE COVER OVER REINFORCING STEEL SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: CONCRETE CAST AGAINST EARTH 3 INCHES. CONCRETE EXPOSED TO EARTH OR WATER ()6 AND LARGER 2 INCHES #5 AND SMALLER 1 1/2 INCHES ALL EXPOSED EDGES SHALL BE PROVIDED VITH A 3/4'x3/4' CHAMFER UNLESS NOTED OTHERWISE. 19. LUMBER SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE NATIONAL FOREST PRODUCTS ASSOCIATION'S NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. ALL LUMBER SHALL BE PRESSURE TREATED AND SHALL BE STRUCTURAL GRADE NO. 2 OR BETTER. 20. WHERE ROOF PENETRATIONS ARE REQUIRED, THE CONTRACTOR SHALL CONTACT AND COORDINATE RELATED WORK WITH THE BUILDING OWNER AND 111E EXISTING ROOF INSTALLER. WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO NOT VOID 111E EXISTING ROOF WARRANTY. IF ASSUMED EXISTING CONDITION DIFFERS, ENGINEER MUST BE INFORMED OF ACTUAL FIELD CONDITION. OMNIPOINT C0.0MUNICATIONS INC. A Ii'i0LLY -0H11ED SUBSIDIARY OF T- MOBILE USA, INC. 15 COMMERCE WAY NORTON, MA 02176 OFFICE (508) -286 -2700 FAX: (508) -286 -2893 M XTON 50 EASTMAN ST. SOUTH EASTON, MJ, 02375 PROM (508) 836 -8393 FAX: (508) 936 -6395 APPROVALS LANDLORD LEASING RF ZONING CONSTRUCTION A/E 1 PROJECT NO: 2807.004) DRAWN BY: PT CHECKED BY: R� SHEET TITLE STRUCTURAL DETAILS SHEET NUMBER S -1 NEMA 1 PANEL SCHEDULE GENERAL ELECTRIC OE EQUAL MAN: 20DA 120/240, 10/3W' DESCRIPTION AMP AMP D ESCRIPTION U 1 UGHTING 20 20 RECEPTACLE GFT 2 0 09/26/07 3 RECEPTACLE INTERIOR 20 20 SPARE 4 DUPLICATION AND IRE BY GOVERNMENT CONDUCTING THEM IAWFUU.Y AUTHOR® HVAC 1 -1/2 NN 15 20 CU -1 +I 4SH0534B ST JOHN'S EPISCOPAL 48 ELM STREET NORTHAMPTON, MA 01060 10 .9 FAN (OPTIONAL) 20 10 BTSI -CABLE 2 11 12 BTS1 -CABLE 1 t0 14 13 10 BTSI -GABLE 4 15 16 0751 -CABLE 3 10 18 17 10 8TS2 -GABLE 2 19 20 14152 -CABLE 1 10 22 21 10 8152 -CABLE 4 23 24 'B1S2 -CABLE 3 70 26 25 10 BTS3- CABLE .2 27 -BTS3 -CABLE 1 10 28 10 BTS3 -CABLE 4 30 29 31 BTS3 -CABLE 3 10 32 20 SPARE 34 33 35 SMOKE/HEAT DETECTOR 20 EMPTY 36 37 EMPTY EMPTY 38 39 EMPTY EMPTY 40 SUBMITTALS 2 10/24/07 FINAL CONSTRUCTION 1 10/15/07 FINAL CONSTRUCTION 0 09/26/07 CONSTRUCTION TWS DOCUNENT I5 THE CREATION, DESIGN, PROPERTY 020 OOPYR/GHIED WORK OF ONNIPOINT WIMIUNICATONS, INC. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED, DUPLICATION AND IRE BY GOVERNMENT 006040IF5 FOR 110 PURPOSES OF CONDUCTING THEM IAWFUU.Y AUTHOR® REGULATORY AND ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. IF WS DRAWING IS NOT 24 IT LS NOT 70 MAIL SITE 4SH0534B ST JOHN'S EPISCOPAL 48 ELM STREET NORTHAMPTON, MA 01060 OMNIPOINT COMMUNICATIONS INC. A WHOLLY- OWNED SUBSIDIARY OF T- MOBILE USA, INC. 15 COMMERCE WAY NORTON, MA 02176 OFFICE (508) 286 -2700 FAX (508) -286 2893 M i XT ON V APPROVALS LANDLORD LEASING RF ZONING CONSTRUCTION A/E SHEET TITLE GROUNDING DETAILS SHEET NUMBER ANTENNA ANTENNA SUPPORT PIPE COAX JUMPER CABLE ALNA COAX CABLE COAX CABLE GROUNDING KIT TO BTS UNIT EGB, BONDED TO BALLAST FRAME /CABLETRAY COAX CABLE CONNECTION AND GROUNDING DETAIL 0 SCALE: NTS STEEL HARDWARE NUT (TYPICAL) PANEL SCHEDULE SCALE: NTS TWO HOLE COPPER GROUNDING CABLE COMPRESSION TERMINAL F1 FVATION STAR WASHER (TYPICAL GROUND BAR FLAT WASHER (TYPICAL) 1/2'x1 1/2" HEX BOLT GROUND BAR EXPOSED BARE COPPER TO BE GROUNDING CABLE KEPT TO ABSOLUTE MINIMUM, NO INSULATION ALLOWED WITHIN THE SFCOON 'A -A' COMPRESSION TERMINAL (TYPICAL) NOTE: 1. 'DOUBLING UP' OR 'STACKING OF CONNECTION IS NOT PERMRTED. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. TYPICAL GROUND BAR CONNECTIONS DETAIL O SCALE: NTS TO GROUNDING 8110 TO GROUNDING RING COAX CABLE GROUNDING KITS MASTER GROUND BAR (MBG) SCALE: NTS EQUIPMENT GROUND BAR (EGB) SCALE: NTS CADWBD TO GROUNDING RING HARGER GROUNDING BAR #0E114824 OR EQUAL WITH HOLE PATTERN AND STANDOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN ARGER GROUNDING BAR #IGB114412G OR EQUAL TO GROUNDING RING (LOWER EGB) I DRAWN BY: PT CHECKED BY: RS SUBMITTALS 2 10/24/07 FINAL CONSTRUCTION 1 10/15/07 FINAL CONSTRUCTION 0 09/28/07 CONSTRUCTION MIS DOCUMENT IS 111E CREATION, DESIGN, PROPERTY AND COPYRIROED WORK OF OMNIPO1NT COMRR8CATIONS, LNG. ANY DUPLICATIN OR 115E WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. DUPLICATION AND USE BY GOJESWNFM VEXES FOR THE PURPOSES OF CONDUCING THEIR LAWFULLY AUTHOP® REGULATOR( AND ADMINISTRATIVE FUNCDONS IS SPECIFICALLY MIMED. IF THIS DRAWING IS NOT 24'X313", R IS NOT TO SCALE SITE 4SH0534B EPISCOPAL 48 ELM STREET NORTHAMPTON, MA 01060 (0) WALL MOUNTED HVAC UNIT /V��,,,iI /VIr• /L/ .J (0) 3T5 B (7) BTS (P) BATTEFY 0 0 UNI`(♦1 "UNITS JNIT#3 a INET I 00 0 0 W#/ /J M7. 0 0 CABLE TRAY SUSPENDED FROM CEIUNG NEWTON INSTRUMENT 2003 -21 OR EQUAL (P) 6'- 3"X10' -7" EQUIPMENT ROOM ON 2ND FLOOR OF BELL TOWER ELECTRICAL CONDUIT, NP MOUNT UNIT TO SLAB ACCORDING TO MANUFACTURER'S REQUIREMENTS. MAINTAIN SUFFICIENT SPACE BETWEEN UNITS TO ALLOW FOR PROPER WEATHERPROOF SERVICE DISCONNECT SWITCH AT OUTDOOR CONDENSER UNIT (P) 1X4 CEIUNG MOUNTED FLUORESCENT UGHT FIXTURE (TYP.) 8x8- W2.OXW2.0 WELDED WIRE FABRIC REFRIGERANT PIPING. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. INSTALL FILTER DRIER. INSULATE SUCTION UNE AND PAINT WITH "UV" INHIBITOR PAINT OR EQUAL MECHANICAL PLAN SCALE: N.T.S. CONDENSING UNIT LAYOUT 0 SCALE: N.T.S. 0 4" 3000 PSI CONCRETE SLAB W/ BROOM FINISH SET ON WELL- DRAINING GRAVEL SIZE AS REQUIRED. REMOVE TOPSOIL AND ORGANICS PRIOR TO PLACMENT OF GRAVEL AND SLAB. PITCH SLAB TO DRAIN. (P) DOOR (P) EMERGENCY UGHT (P) CONCRETE NSLABIT ON 'ME GROUND (0) AC PANEL (P) TELCO BOARD (P) GROUND BAR (0) COAX CABLE ENTRY PORT HV UIP' _NT C AIR HANDLER: MANUFACTURER: MITSUBISHI ELECTRIC COOLING (BTU /HR): 12,500 NOMINAL TONS: 1 AIR HANDLER MODEL: PK12FK AIR HANDLER SYMBOL: AHU -1 VOLTAGE: 208/115/1 CONDENSER: MANUFACTURER: COOLING (BTU /HR): NOMINAL TONS: CONDENSER MODEL: CONDENSER SYMBOL: VOLTAGE: CONDENSATE PUMP: VENDOR: PUMP MODEL: PUMP SYMBOL MITSUBISHI ELECTRIC 12,500 1 PU12EK CU -1 208/115/1 MITSUBISHI ELECTRIC 511730 -115 CP -1 EQUIPMENT NOTES: AIR CONDITIONING SYSTEM (AC /ACCU): SPOT SYSTEM, "MITSUBISHI", PK12FK DUCTLESS INDOOR UNIT (AC) MODEL 001200, RATED AT 12,500 BTUH TOTAL COOUNG CAPACITY, 350 CFM SUPPLY AIR 115V -10, WITH INTELLIGENT REMOTE CONTROLLER, LOW AMBIANT OPERATION, AND CONDENSATE PUMP WTM A CAPACITY OF 1.45 GPH, AT 16.4 FT OF HEAD, COMPLETE WITH INTEGRAL FLOAT SWITCH, MOTOR ASSEMBLY AND RESERVOIR, 115 -10. RUN A 1" 'PVC CONDENSATE UNE FROM THE INDOOR UNIT (AC) AS MANUFACTURER'S INSTRUCTIONS AND LOCAL CODES REQUIRE AND CONNECT TO NEAREST DRAINAGE SYSTEM IN BUILDING. PROVIDE SUPPORTS AS REQUIRED AND INSTALL AC UNIT AS SHOWN ON DRAWINGS. AIR COOLED CONDENSING UNIT (ACCU), LOCATED ON SIDE OF BUILDING, ON PRECAST PAD, MODEL PUI2EK, 208V -10. PROVIDE PRE CHARGED PRE INSULATED REFRIGERANT LINE SETS (CONNECTING THE INDOOR AND OUTDOOR UNITS) IN PROPER LENGTHS FOR APPLICATION (SEE SPECIFICATIONS). INDOOR WALL UNIT SCALE: NTS 0 REMOTE CONTROLLER OUTDOOR CONDENSING UNi'D SCALE: NTS 4 SCALE: NTS Part 1 General 1.01 System DescdpUon The -air conditioning system. shall be a- Mltaubblehl. Electric PK split system sedge. The eyolem .shall oon,tel of These system t model numbers wall mounted the PU evaporator r des horizontal discharge, engle age utdoorIL number PK12FIt 1.02 Quality Assurance A. The unite shall be listed by Electrical Laboratories (ELL) and boar the ER Lobel. B. All wiring eha11 be In accordance with the National Electrical Code (N.E.C.). C. The units shall be rated In accordance with ARI Standard 210 and beer the ARI label. 0. The unite shall be manufactured In a facility moldered to ISO 9001 and 15014001 which is o set of standards applying to environmental protection eat by the International Standard Organization (ISO). 0. A full charge of R -22 for 100 feet of refrigerant tubing shall be provided In the condensing unit. F. A dry otr holding charge shall be provided In the evaporator. G. System efficiency shall meat or exceed 10.0 SEER. 1.03 Delivery, Storage and Handling A Unit shall be 'stored and handled according to the manufacturers recommendation. B. The wired dto sh be es slpp d Inside rd relative humidity. cartnnwith the Indoor unit and able to wIthetand Pod 2 Warranty 2.01 The units shall have a manufacturer. warranty for a period of one (1) year from date of Installation. The compressor shall have a warranty of .elx (6) yeas from date of Inslcnalian. If, during this period, any port should fall to function properly due to detects In workmanship or material, IL shall be replaced or repaired at the discretion of the manufacturer. Die warranty dorm not include labor. 2.02 Manufacturer shall have fifteen yeas experience in the U.S. market. Part 3 Pedarmonce 3.01 Each .system shall perform to accordance to the ratings .shown In the table below. 3.02 Performance shall be based on 67 FYIB, BO' FOB for the Indoor unit and 95'FDB,75'FWB for the outdoor unit. Port 4 Products 4.01 Indoor Unit. A. General: The factory wiring, piping, factory control circuit blboardi and run tested. n motor. The unit shall have within haveo .eelfudiognoeUc� and ti refri refrigera nt time ill delay charged n wih dry air Instead function, and a test run before shipment from the fact unit factory. B. Unit Cabinet:p ea 1. The casing 011011 have a white finish. 2 Multi dlrecUonal drain and refrigerant piping offering four (4) dlrecUone for refrigerant piping and two (2) direction. for draining -shall be etandard. 3. Thera shoal be a "operate bock plate which secure. the unit firmly to the wall. C. Fan: 1. The evaporator fon "hall be an assembly with a line -flow ton direct driven by a atngle motor. 2. The tan shall be statically and dynamically balanced and run on o motor with permonen0y lubricated bearings. 3. A manual adjustable guide vane shall be provided with the obillty to change the airflow from side to eide(lett or right). -4. A motorized air sweep flow. Tower shall provide an automatic change In airflow by directing the .air up and down to provide for uniform air dlatdbution. 5. The indoor fon .11011 consist of two (2) speed', High and low. D. Fllter. 1. Return air shall be filtered by mean. of an aaeiy removable waehobte filter. E. Coil: 1. The evaporator coil shall be of nonferrous aonatrucAon with smooth plate fine on copper tubing. 2. The tubing shall have inner grooves for high efficiency heat exchange. 3. All tube Joints .shall be brazed with phoecopper or sliver alloy. 4. The coils 011011 be pressure tinted of the factory. 5. A condensate pan and drain shall he provided under the coil. F. Cochlea': 1. The unit electrical power ah011 be 115 volts, 1 phase, 60 hertz. 2. The system entail be capable of satisfactory operation within voltage limits of 103 volts to 127 volt". 3. The Indoor unit shall not have any supplemental electrical heat elements. G. Control: 1. Tills nit shall have o wired controller to perform Input funcUons necessary to operate the system. 2. The Mode, High- Low Auto Vane selecttor, Cool/Dry-Fan Run switching anteater, Thermoetat and Check switching. 3. Temperature changes shall be by 2'F Increments with a range of 65 8TF. 4. The control system shall consist of two (2) microprocessors Interconnected by a single non -polar two wire cable. 5. Wiring 'hall run direct from the Indoor unit to the controller with no 'latices. 6. Manufacturer shall provide 2 conductor 18 Ga. -stranded wire for connection to remote controller. 7. The microprocessor located in the indoor unit shall have the capability of sensing return air temperature and Indoor coil temperature, receiving and processing commands from the wired controller, providing emergency operation and controlling the outdoor unit. B. Normal operation of the remote controller provides individual system control to which one remote controller and one indoor unit are Installed in the fame room. 9. The controller 3h011 have he capability of controlling up to a maximum of fifty (50) systems at a maximum developed control cable distant, of 1,650 feet. 10. The control voltage from the controller to the indoor unit shell be 12 volts, DC. 11. The control voltage between the indoor unit and the outdoor unit shall he 12 volts, DC. 12. The system shall be capable of automatic restart when power is restored after power interupUon. 13. The .system -shall include self- diagnostics including total hours of compressor run time. 14. The microprocessor within the wall mounted remote controller shall provide automatic coaling, dieploy set point and room temperature, 24 hour on /off timer so that automatic operation function display, check mode for memory of most recent problem. 15. Control system .hall control the continued operation of the air sweep louvers, as .well ea provide /off and system /mode function switching. 16. The controller shall have the capability to provide sequential starting with up to fifty seconds delay. 17. Two remote controllers can be used to control one unit. 4.02 Outdoor Unit A General: The outdoor unit le .designed specifically for lee with PK aerie, Indoor unite. Th- ,.d. Each unit must be run .tested at the factory. B. Unit Cabinet: 1. The casing shall be fabricated of goNonized steal, bonderized and finished with o powder coated baked enamel. C. Fan: 1. The unit ,hall be furnished with .either one or two direct drive propeller type fans. 2. The motor shall have Inherent protection, be permonenly lubricated beoringe. 3. The fan motor shall be mounted for quiet operation. 4. The tan shall be provided with a roleed guard to prevent contact with moving pans. 5. The outdoor unit shall hove a horizontal discharge airflow. D. Coll: 1. The condenser coil shall be of nonlerroue construction with lanced or corrugated plate fins on copper tubing. 2. The coil shall be protected with an integral metal guard. 3. Refrigerant flow from the condenser shall be controlled by means of o metering orifice. E. Compressor. 1. The compressor shall be a high performance rotary. 2. A crankcase heater shall be factory mounted on the outside of the compressor. 3. The outdoor unit shall have an accumulator. 4. The compressor will be equipped with an internal thermal overload. 5. The compressor shall be a high performance rotary. 6. A crankcase heater shall be factory mounted on the outside of the compressor. 7. The outdoor unit shall hove an accumulator. 8. The compressor will be equipped with an intemol thermal overload. 9. The outdoor unit shall have a high pressure .safety switch. 10. The outdoor unit must have the ability to operate with a maximum height difference of 164 feat and have refrigerant tubing length of 164 feet between indoor and outdoor units without the need for line size changes, traps or additional oil (130 feet maximum for P012 and P018). 11. The compressor shall be mounted to avoid the transmission of vibration. 12. The outdoor unit shall be capable of operating at 0'0 ambient temperature w/o additional low ambient controls F. Electrical: 1. The unit electrical power shall be 208/230 volts, 1 phase, 60 hedz. 2. The unit shall be capable of satisfactory operation within voltage limits of 198 volts to 253 volts. 3. The outdoor unit shall be controlled by the microproceeear located In the indoor unit. 4. The control voltage between the Indoor unit and the outdoor unit 311011 be 12 volt', DC. OMNIPOINT COMMUNICATIONS INC. A WHOLLY -0YMm SUBSIDIARY OF T- MOBILE USA, INC. 15 COMMERCE WAY NORTON, MA 02176 OFFICE (508) -286 -2700 FAX (508) -2B6 -2893 50 EASTMAN ST. SOUTH EASTON, MA 02375 PHONE (508) 938 -6393 FAX: (508) 936 -6395 APPROVALS LANDLORD LEASING R F. ZONING CONSTRUCTION A/E PROJECT NO: 2807.004 DRAWN BY: PT I CHECKED BY: RS SHEET TITLE MECHANICAL PLAN SHEET NUMBER V -1 SHEET INDEX SHT. NO. DESCRIPTION REV. NO. T -1 TITLE SHEET 2 A -1 PLOT PLAN 2 A -2 PLANS NOTES 2 A -3 SOUTH EAST ELEVATIONS 2 A -4 CONSTRUCTION DETAILS 2 S -1 STRUCTURAL DETAILS 2 E -1 PLANS, DIAGRAMS NOTES 2 E -2 GROUNDING DETAILS 2 M -1 MECHANICAL PLAN 2 THE FOLLOWING SHEETS ARE USED ONLY FOR FEDERAL REGULATORY COMPLIANCE UNDER FCC AND OSHA STANDARDS. BUILDING CODE LIFE AND SAFETY PROVISIONS ARE NOT APPLICABLE AND THEREFORE THESE SHEETS HAVE BEEN OMITTED FOR STATE /LOCAL PERMITTING AND CONSTRUCTION CONTROL. EME -1 SAFETY PLAN 0 EME -2 SIGNAGE PLAN 0 EME -3 DATA TABLE 0 T- MOBILE TECHNICIAN SITE SAFETY NOTES LOCATION SPECIAL RESTRICTIONS SECTOR A: SECTOR B: SECTOR C: GPS /LMU: RADIO CABINETS: PPC DISCONNECT: MAIN CIRCUIT D /C: NIU/T -1 DEMARC: OTHER SPECIAL: UNRESTRICTED UNRESTRICTED UNRESTRICTED UNRESTRICTED UNRESTRICTED UNRESTRICTED UNRESTRICTED UNRESTRICTED UNRESTRICTED GENERAL NOTES 1. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. THE WORK PERFORMED ON THE PROJECT AND THE MATERIALS INSTALLED SHALL 11. BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. 2. THE ARCHITECT /ENGINEER HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE 12. OF WORK. THE CONTRACTOR BIDDING THE JOB I5 NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 13. 3. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE PROJECT OWNER'S REPRESENTATIVE OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED IN WRITING OTHERWISE. 14. 4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ALL OTHER MATERIALS AND LABOR DEEMED NECESSARY TO COMPLETE THE WORK /PROJECT AS DESCRIBED HEREIN. 5. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE SUBMISSION OF BIDS OR PERFORMING WORK TO FAMILIARIZE HIMSELF WITH THE FIELD CONDMONS AND TO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 6. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION FROM THE PROJECT OWNER'S REPRESENTATIVE TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS CONTRACT DOCUMENTS. 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE MANUFACTURER'S VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 8. THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION DOCUMENTS AT THE SITE UPDATED WITH THE LATEST REVISIONS AND ADDENDUMS OR CLARIFICATIONS AVAILABLE FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER 11-15 CONTRACT. 10. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION CONTROL SURVEYS, ESTABLISHING AND MAINTAINING ALL LINES AND GRADES REQUIRED TO CONSTRUCT ALL IMPROVEMENTS AS SHOWN HEREIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT /ENGINEER, THE STATE, COUNTY OR LOCAL GOVERNMENT AUTHORITY. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. 15. THE CONTRACTOR SHALL NOTIFY THE PROJECT OWNER'S REPRESENTATIVE WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS. THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE WORK THAT 15 IN CONFLICT UNTIL CONFLICT IS RESOLVED BY THE PROJECT OWNER'S REPRESENTATIVE. 16. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES, ETC. ON THE JOB. 17. ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM SURFACE INVESTIGATIONS AND EXISTING PLANS OF RECORD. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO ANY SITE WORK. CALL THE FOLLOWING FOR ALL PRE CONSTRUCTION NOTIFICATION 72 -HOURS PRIOR TO ANY EXCAVATION ACTIVITY: DIG SAFE SYSTEM (MA, ME, NH, RI, VT): 1 -888- 344 -7233 CALL BEFORE YOU DIG (CT): 1- 800 922 -4455 ST JOHN'S EPISCOPAL 48 ELM STREET NORTHAMPTON, MA 01060 SITE NO.: 4SH0534B SITE TYPE: STEEPLE DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. PROJECT SUMMARY SITE NUMBER: SITE NAME: SITE ADDRESS: ASSESSOR'S PARCEL NO.: MAP: 31 D, LOT: 101 SITE TYPE: PROPERTY OWNER: APPLICANT: 4SH0534B ST JOHN'S EPISCOPAL 48 ELM STREET NORTHAMPTON, MA 01060 STEEPLE ST JOHN'S EPISCOPAL 48 ELM STREET NORTHAMPTON, MA 01060 OMNIPOINT COMMUNICATIONS INC. 15 COMMERCE WAY NORTON, MA 02176 OMNIPOINT COMMUNICATIONS INC. A WHOLLY -OWNED SUBSIDIARY OF T- MOBILE USA, INC. 15 COMMERCE WAY NORTON, MA 02176 OFFICE (508) -286 -2700 FAX: (508) -286 -2893 5D EASTMAN ST. SOUTH EASTON, MA 02375 PHONE (508) 938 -8393 FAX: (508) 938 -8385 APPROVALS LANDLORD LEASING R F. ZONING CONSTRUCTION A/E I PROJECT NO: 2807.004 I DRAWN BY: PT I I CHECKED BY: RS I SUBMITTALS 2 1 0 10 /24/07 10/15/07 09/26/07 FINAL CONSTRUCTION FINAL CONSTRUCTION CONSTRUCTION THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF OMNIPOINT COYNNICATKONS, INC. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. DUPUCAD ON AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. IF THIS DRAWING IS NOT 24'138', R IS NOT TO SCALE ITE 4SH0 ST JOHN'S EPISCOPAL 48 ELM STREET NORTHAMPTON,' MA 01060 SHEET TITLE TITLE SHEET SHEET NUMBER T -1 I CHECKED BY: RS I SUBMITTALS 2 10/24/07 FINAL CONSTRUCTION 1 10/15/07 FINAL CONSTRUCTION 0 09/28/07 CONSTRUCTION THIS DOCUNEM IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF OMNIPOINT COMMUNICATIONS, INC. ANY DUPUCATON OR USE WOHOUT IPAPRESS WRITTEN CONSENT IS STRICTLY P50988IEO. DUPUCATION AND USE BY GOVEWIME I AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR UWFIILLY AUTHORIZED REGULATORY AND AOMNISTRATNE FUNCTIONS IS SPECIFICALLY MEOWED. IF THIS DRAWING IS NOT 24'438', R IS NOT TO SCALE SITE 4SH0534B ST JOHN'S EPISCOPAL 48 ELM STREET NORTHAMPTON, MA 01060 318 -22 2 318 -221 N 31B -305 N. 318 -224 O� N 44, e 318-252 N 0� Romi 31D -002 sr. LEGEND 444.,/ 6 'x p 31B-253 310-004 1. I 314 -003 I I I 31D -102 6 r LOCUS PARCEL: 31D -008 $S ST. JOHN'S EPISCOPAL 1 48 ELM STREET NORTHAM3 DD -101 01060 AREA: 0.80 ACt LOCUS PROPERTY UNE ABUTTER'S PROPERTY UNE ZONE BOUNDARY UNE 300' PROPERTY LINE OFFSET GRAPHIC SCALE 60 30 60 120 01 r!) 1 Inch -60 IT. wOm i 240 31D -011 310 -006 31D -007 PLOT PLAN SCALE: 1"-60'-0" 1' NORTH O OMNIPOINT COMMUNICATIONS INC. A WHOLLY -OWNED SUBSIDIARY OF T- MOBIIE USA, INC. 15 COMMERCE WAY NORTON, MA 02176 OFFICE: (508) 286 -2700 FAX: (508) -286 -2893 50 EASTMAN ST. SOON EASTON, MA 02375 PHONE (508) 938 -8383 FM (508) 938 -8395 APPROVALS LANDLORD LEASING R F. ZONING CONSTRUCTION A/E I PROJECT NO: 2807.004 I I DRAWN BY: PT I SHEET TITLE PLOT PLAN SHEET NUMBER A -1 SUBMITTALS 1 E) TOWER ROOF ACCESS LADDER (P) POWER/TE LCO 2 (E RAILING 1 10/15/07 FINAL CONSTRUCTION 0 09/26/07 CONSTRUCTION PANEL P DOOR PROPERTY AND COPYRIGHTED WORK OF OMNIPOIN( COMMUNICATIONS. MC. ANY DUPLICATION OR USE WTIHOUF EXFBESS WRITTEN CONSENT IS STRICTLY PROHIBITED. AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. V .Z.t (P) ENTRY PORT �P) EQUIPMENT ROOM ON 2ND FLOOR OF BELL TOWER/iii 4SH0534B (P) BTS BTS 615 UNIT (P) U NIT UNIT C ABINET lZ% NORTHAMPTON, MA 01060 I CHECKED BY: RS I SUBMITTALS 2 10/24/07 FINAL CONSTRUCTION 1 10/15/07 FINAL CONSTRUCTION 0 09/26/07 CONSTRUCTION THIS OOCUMEHT IS THE CREATION. DESIGN, PROPERTY AND COPYRIGHTED WORK OF OMNIPOIN( COMMUNICATIONS. MC. ANY DUPLICATION OR USE WTIHOUF EXFBESS WRITTEN CONSENT IS STRICTLY PROHIBITED. DUPUCATION AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. IF THIS DRAWING IS NOT 24 R IS NOT TO SGVE. SITE 4SH0534B ST JOHN'S EPISCOPAL 48 ELM STREET NORTHAMPTON, MA 01060 (P) E911 GPS /GSM ANTENNA MOUNTED TO (E) CORNER PIER, (PAINTED TO MATCH (E) BRICK FACE) (E) ROOF ACCESS HATCH (E) CHIMNEY (6) BELL TOWER SECCTOR B (E) BELL_ TOWER STAIRCASE EQUIPMENT PLAN SCALE: 3/6 =1' -0" 0 0 0 I N (E BELL ANTENNA WINDOW R MOUNTED (PAINTED BLACK) (TYP. OF 2) 0 0 0 0 0 0 0 0 0 0 SECOR C f (E) WINDOW (TYP.) 10' 7" PARTIAL ROOF PLAN SCALE: 3/8 =1' -0" 33 SECTOR A 0 0 0 0 NOTES: 1. THE CONTRACTOR I5 RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION CONTROL SURVEYS AND MAINTAINING ALL UNES AND GRADES REQUIRED TO CONSTRUCT ALL IMPROVEMENTS SHOWN HEREIN. 2. ALL DIMENSIONS SHOWN THUS ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS WHICH EFFECT THE CONTRACTORS WORK. CONTRACTOR TO VERIFY ALL DIMENSIONS WITH PROJECT OWNER PRIOR TO CONSTRUCTION. 3. NORTH ARROW SHOWN ON PLANS REFERS TO APPROXIMATE TRUE NORTH. CONTRACTOR SHALL RETAIN THE SERVICES OF A PROFESSIONAL SURVEYOR TO VERIFY TRUE NORTH AND PROVIDE AS -BUILT ANTENNA AZIMUTH, ANTENNA MECHANICAL DOWN -TILT AND ANTENNA RADIATION CENTER HEIGHT (AGL) CERTIFICATIONS SPECIFIED SECTOR ORIENTATION ON THE RF C FOR ANTENNA AZIMUTHS MUST BE WITHIN 3 DEGREES OF THE SP E I BUILD SHEET. 4. THE CONTRACTOR AND OR HIS SUB CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT /ENGINEER, THE STATE, COUNTY OR LOCAL GOVERNMENT AUTHORITY. 5. ANTENNA INSTALLATION SHALL BE CONDUCTED BY FIELD CREWS EXPERIENCED IN THE ASSEMBLY AND ERECTION OF RADIO ANTENNAS. TRANSMISSION UNES AND SUPPORT STRUCTURES. B. COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE PROVIDED BY THE PROJECT OWNER AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. A SCHEDULE OF PROJECT OWNER SUPPLIED MATERIALS 3 ALL OTHER HARDWARE TO IS ATTACHED TO THE BID DOCUMENTS (SEE EXHIBIT BE PROVIDED BY THE CONTRACTOR. CONNECTION HARDWARE SHALL BE STAINLESS STEEL 7. WHEN "PAINT TO MATCH" IS SPECIFIED FOR ANTENNA CONCEALMENT, PAINT PRODUCT FOR ANTENNA RADOME SHALL BE SHERWIN WILLIAMS COROTHANE II. SURFACE PREPARATION AND APPLICATION SHALL BE IN ACCORDANCE WfTH THE MANUFACTURER'S SPECIFICATIONS AND PROJECT OWNER'S GUIDELINE'S. 8. COORDINATION, LAYOUT, AND FURNISHING OF CONDUIT. CABLE AND ALL APPURTENANCES REQUIRED FOR PROPER INSTALLATION OF ELECTRICAL AND TELECOMMUNICATION SERVICE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. (P COAX CABLES RUN VERTICALLY TO (P) PANEL ANTENNAS IN BELL TOWER NORTH 0 NORTH 0 THIS SITE MEETS ALL OSHA SUP. TRIP, FALL STANDARDS AND ALL T- MOBILE SAFETY STANDARDS. 0 0 0 0 0 (P) PANEL ANTENNA MOUNTED TO (E) CHIMNEY (PAINTED TO MATCH BRICK FACE) (TYP. OF 2) P) HORIZONTAL CABLE TRAY (P) DOG HOUSE E) STONE RAIL Aft (P) VERTICALL CABLE TRAY C HURCH) TO MATCH (6) Nir CHURCH ROOF UNE (TYP.) (6) WATER MAIN IN BASEMEN (6) CHURCII (P) E911 GPS /GSM ANTENNA MOUNTED TO BRICK CORNER PIER, (PAINTED TO MATCH (6) BRICK FACE) (E) ACCESS HATCH (E) STONE RAIL (6) CHIMNEY (6) BELL TOWER (P) PANEL ANTENNA MOUNTED IN (6) BELL TOWER WINDOW (PAINTED BLACK) (TYP. OF 1) 9. ALL UTILITY WORK SHALL BE IN ACCORDANCE WRH LOCAL UTILITY COMPANY REQUIREMENTS AND SPECIFICATIONS. 10. ALL (6) ACTIVE_SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK. SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRIWNG AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. 11. ALL (6) INACTIVE SEWER. WATER, GAS, ELECTRIC AND OTHER UTILITIES. WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND /OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF UTILITY COMPANY ENGINEERING. 12. THE AREAS OF THE PROPERTY DISTURBED BY T116 WORK AND NOT COVERED BY THE EQUIPMENT, DRIVEWAY OR GRAVEL SHALL BE GRADED TO A UNIFORM SLOPE, FERTIUZED, SEEDED AND COVERED WITH MULCH UNLESS OTHERWISE NOTED. 13. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN SOIL EROSION AND SEDIMENTATION CONTROLS AT ALL TIMES DURING CONSTRUCTION. 14. PER FCC MANDATE, ENHANCED EMERGENCY (6911) SERVICE IS REQUIRED TO MEET NATIONWIDE STANDARDS FOR WIRELESS COMMUNICATIONS SYSTEMS. PROJECT OWNER'S IMPLEMENTATION REQUIRES DEPLOYMENT OF EQUIPMENT AND ANTENNAS GENERALLY DEPICTED ON THIS PLAN, ATTACHED TO OR MOUNTED IN CLOSE PROXIMITY TO THE BTS RADIO CABINETS. PROJECT OWNER RESERVES THE RIGHT TO MAKE REASONABLE MODIFICATIONS TO E911 EQUIPMENT AND LOCATION AS TECHNOLOGY EVOLVES TO MEET REQUIRED SPECIFICATIONS. ROOF PLAN SCALE: 3/32 =1' -0" S `(P) REFRIGERANT 4/// 0 (6) TELCO DEMARC ON BUILDING EXTERIOR ON CONCRETE ETE SLAB UNIT ON ONCRE SLAB YT- OUTSIDE EQUIPMENT ROOM (P) POWER/TELCO /GROUND CONDUITS RUN ACROSS BASEMENT CEILING TO BASE OF BELL TOWER AND VERTICALLY TO EQUIPMENT ROOM ON 2ND FLOOR (P) PANEL ANTENNA MOUNTED TO (6) CHIMNEY (PAINTED TO MATCH BRICK FACE) (TYP. OF 2) (P) EQUIPMENT ROOM ON THE 2ND FLOOR OF BELL TOWER 6) POWER DEMARC IN BASEMENT UPPER PITCHED ROOF NORTH 0 UNES TO (P) CONDENSER ABBREVIATIONS ADJ ADJUSTABLE APPROX APPROXIMATE BTS BASE TRANSMISSION STATION C CONDUIT CMU CONC CONT CJ DIA DWG EGB EA ELEC EL EQ EQUIP (E) EXT FF FG GA GALV GC GWB LG LNA MAX MECH MFR MGB MIN MTL NIC CONCRETE MASONRY UNIT CONCRETE CONTINUOUS CONSTRUCTION JOINT DIAMETER DRAWING EQUIPMENT GROUND BAR EACH ELECTRICAL ELEVATION EQUAL EQUIPMENT 09151190 EXTERIOR FINISHED FLOOR FINISHED GRADE GAUGE GALVANIZED GENERAL CONTRACTOR GYPSUM WALLBOARD LONG LOW NOISE AMPUFIER MAXIMUM MECHANICAL MANUFACTURER MASTER GROUND BAR MINIMUM METAL NOT IN CONTRACT NTS OC OPP (P) SF SHT SIM STL TOC TOM TYP VIF UON WWF W/ PCS PERSONAL COMMUNICATIONS SERVICES A -1 AND 0 AT NOT TO SCALE ON CENTER OPPOSITE PROPOSED SQUARE FOOT SHEET SIMILAR STEEL TOP OF CONCRETE TOP OF MASONRY TYPICAL VERIFY IN FIELD UNLESS OTHERWISE NOTED WELDED WIRE FABRIC WRH ANTENNA MARK N0. CENTERLINE PLATE SYMBOLS AND MATERIALS 0 EM 0 0 0 NEW ANTENNA EXISTING ANTENNAS ASPHALT NEW ACCESS EASEMENT CONCRETE ELECTRIC BOX UGHT POLE FND. MONUMENT SPOT ELEVATION SET POINT REVISION GRID REFERENCE DETAIL REFERENCE ELEVATION SECTIONS DETAILS WORK ITEM NOTE GROUT OR PLASTER GWB (E)CONSTRUCTION CONCRETE EARTH GRAVEL PLYWOOD 11;;11';'1111t.1 WOOD CONT. STEEL —G— SAND WOOD BLOCKING CENTER LINE PROPERTY UNE STEPPED FOOTING MATCH UNE WORK POINT GROUND WIRE COAXIAL CABLE -x -x- CHAIN LINK FENCE WATER MAIN ANTENNA ORIENTATION KEY 330° o SECTOR A 240' SECTOR C 150° SECTOR B OMNIPOINT COMMUNICATIONS INC. A WHOLLY -OWNED SUBSIDIARY OF T- MOBILE USA, INC. 15 COMMERCE WAY NORTON, MA 02176 OFFICE: (508) -286 -2700 FAX: (508) -286 -2893 50 EASTMAN ST. SOUTH EASTON, MA 02375 PHONE: (508) 936 -6393 FAIL' (508) 936 -6395 APPROVALS LANDLORD LEASING R F. ZONING CONSTRUCTION A/E 1 PROJECT NO: 2807.004 1 DRAWN BY: PT I SHEET TITLE PLANS NOTES SHEET NUMBER A -2 (E) BELL TOWER PY OF (P) ANTENNAS ELEV: 98'—O'± AGL 41. OF (P) ANTENNAS ELEV: 87 -0 f AGL (P) PANEL ANTENNA MOUNTED IN (E) BELL TOWER WINDOW (PAINTED BLACK) (TYP. OF 1) SECTOR B 150' EQUIPMENT ROOM LEVEL ELEV: 18' -0" (AGL) GR LEVEL ELEV: V-0" (AGL) (P) POWER/TELCO /GROUND CONDUITS RUN ACROSS BASEMENT CEIUNG TO BASE OF BELL TOWER AND VERTICALLY TO EQUIPMENT ROOM ON 2ND FLOOR (E) STONE RAIL (P) DOGHOUSE (P) COAX CABLES RUN VERTICALLY TO (P) PANEL ANTENNAS IN BELL TOWER SOUTH ELEVATION SCALE 3/32' 1' -0' (E) CHIMNEY (P) PANEL ANTENNA MOUNTED TO CHIMNEY BRICK FAE) (PAINTED MATCH (TYP. OF 2) SECTOR A 330' (P) 6'- 3'X10' -7' EQUIPMENT ROOM ON THE 2ND FLOOR OF BELL TOWER WATER MAIN IN BASEMENT Alk UPPER PITCHED CHURCH ROOFUNE L E POWER DEMARC IN BASEMENT E) ARC DEMARC ON TELCO B UILDING EXTERIOR UPPER PITCHED CHURCH ROOFUNE —\s (E) POWER DEMARC IN BASEMENT- r LJ (P) PANEL ANTENNA MOUNTED TO BR ICK FACE) OF 2) MATCH SECTOR C 240' (P) PANEL ANTENNA MOUNTED IN (E) BELL TOWER WINDOW (PATORDBBACK) (TYP. OF 1) (E) STONE RAIL E911 GPS/GSM ANTENNA MOUNTED CORNER PIER (BEYOND) TO (E) (PAINTED TO MATCH (E) BRICK FACE) (P) 6'- 3'X10' -7' EQUIPMENT ROOM ON THE 2ND FLOOR OF BELL TOWER EAST ELEVATION SCALE: 3/32' 1' -0' (E) WATER MAIN IN BASEMENT (E) CHIMNEY O (E) BELL TOWER TOP OF CHURCH ELEV: 102' -8" (AGL) E OF P ANTENNAS ELEV: 98 —0'± (AGL _LOF P ANTENNAS ELEV: 87 —0'± (AGL) (P) DOGHOUSE (P) COAX CABLES RUN VERTICALLY TO (P) PANEL ANTENNAS IN BELL TOWER (P) BM UNIT (TOTAL OF 3) EQUIPMENT ROOM LEVEL ELLV: 18 O'TAGL) (P) BATTERY BACKUP UNIT (TOTAL OF 1) GROUND LEVEL ELEV: C7-0" (AGL) (P) POWER /TELCO /GROUND CONDUITS RUN ACROSS BASEMENT CEIUNG TO BASE OF BELL TOWER AND VERTICALLY TO EQUIPMENT ROOM ON 2ND FLOOR OMNIPOINT COMMUNICATIONS INC. A WHOLLY -OWNED SUBSIDIARY OF T- MOBILE USA, INC. 15 COMMERCE WAY NORTON, MA 02176 OFFICE (508) 286 -2700 FAX: (508) -286 -2893 50 EASII,IAN ST. SOUTH EASTON, MA 02375 PHONE: (508) 936 -8393 FAX: (508) 938 -6395 APPROVALS LANDLORD LEASING RF ZONING CONSTRUCTION A/E I PROJECT NO: 2807.004 I I DRAWN BY: PT I I CHECKED BY: RS I SUBMITTALS 2 1 0 10/24/07 10/15/07 09/26/07 FINAL CONSTRUCTION FINAL CONSTRUCTION CONSTRUCTION THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF 06ND'WNT COMMUNICATIONS, NC. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSEM 6 STRICTLY PROHIBITED. DUPLICATION AND USE 81' GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCING THEIR (AWFULLY AUTHORIZED REGULATORY MD ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. IF THIS DRAWN IS NOT 24'513B', R IS NOT 10 SCALE. SITE 4SH0534B ST JOHN'S EPISCOPAL 48 ELM STREET NORTHAMPTON, MA 01060 SHEET TITLE SOUTH EAST ELEVATIONS SHEET NUMBER A -3 I CHECKED BY: RS I THIC PPE PNRUAR 0U. SPACE SUBMITTALS RATING F EIMIEUBIETLIMEDLIMIdilEIETLIM 12 2 F ER7L11U3i©aMEILl=114•®TIM 18" 2 F EI7L11IAMETLIMI F IWLIM 2 10/24/07 FINAL CONSTRUCTION 1 10/15/07 FINAL CONSTRUCTION 0 09/26/07 CONSTRUCTION NIS DOCUMENT 5 THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF OMNIPOINT COMMUNICATIONS, INC. ANY DUPLICATION OR USE WLODUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. DUPUCAIION AID USE BY GOVERNMENT AGBACIES FOR THE PURPOSES OF CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY MD ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. IF THIS DRAWING IS NOT 24136 IT IS NOT TO SCALE SITE 4SH0534B ST JOHN'S EPISCOPAL 48 ELM STREET NORTHAMPTON, MA 01060 OR WALL THIC PPE PNRUAR 0U. SPACE ANNULAR FILL MAT. FORM. MAT. SPACE THICK. THICK. RATING F EIMIEUBIETLIMEDLIMIdilEIETLIM 12 2 F ER7L11U3i©aMEILl=114•®TIM 18" 2 F EI7L11IAMETLIMI F IWLIM 2 F m4im4©aIMIFU4id■ED4i 3/4" 3 F EIMUME7aIIIIIF1TL5idi ®4i 3 11211RAIIMISTLIMIHNIIIIIIFSIMMENRAMII 3 W L Y IWk 71 111111F YETI Fk 3 W ®4iIMEY1 ETA2MI i ®4i 3 W LINAIMMULMEffiliniEWEIM 3 w EffkillEYLMIh■FAMIIIIIIMIIM 3 NUMBER OF COAXIAL WIDTH OF NOMINAL DEPTH OF CABLES CABLE TRAY CABLE TRAY 12 24" 4" 8 18" 4" 4 12" 4" MAX. 01A. NOMINAL MIN. FILL OF THROUGH ANNULAR FILL MATERIAL TYPE PENETRANT SPACE IN. CONDUIT 1• 1 FSP 1100 PUTTY 2" 1 FS 1900 SEALANT VERIFY SIZE W/ MANUF. SPECS NEW BASE FLASHING EXISTING ROOF SYSTEM SCALE: N.T.S. MT -365 BY MTS INC. OR APPROVED EQUAL 2x2 PRESSURE TREATED FRAME EXISTING ROOF STRUCTURE MOUNT TRAY TO UNISTRUT WTfH 1/2" 13 X 1 1/2" LONG GALVANIZED BOLTS, SPRING NUTS P1010 WASHERS COAX (ATTACH COAX TO CABLE TRAY WITH TIES, 6' 0.C.) 4' LONG 3/4" MCNICHOLS GBB BAR GRATING W /(6) G -STYLE CUP FASTENERS ((3) EA. SIDE). LOCATIONS OF GRATING TO BE SPECIFIED BY T- MOBILE FCM. L &W REINSULATE SPACE AROUND CABLES, INSIDE HOOD COMPLETELY HOOD FLASHING I 2x12 (1YP) PRESSURE 1' 1 EATED CURB ;III& 1 t 1:1�T1111. TR ROOF PENETRATION DOGHOUSE DETAIL SCALE: N.T.S. WALL/CEIUNG /FLOOR POWER AND TELCO MOUNTED TO UNISTRUT O SCALE N.T.S. AS NEEDED HOLD DOWN CLAMP CABLE TRAY 9" RUNGS, 4" LOADING DEPTH. SUPPORT CABLES WITH STAINLESS STEEL CLAMPS OR TIE WRAPS EVERY 3 FT. UNISTRUT P1000 EVERY 6' ON CENTER MOUNT UNISTRUT TO BLDG. W111-1 1/2" DIAL HILTI HY20 BOLTS SCALE: N.T.S. PROPOSED MTS LT -12 (OR APPROVED EQUAL) PRE GALVANIZED STEEL MEDIUM DUTY CABLE TRAY WITH 9" RUNG SPACING. FASTEN TO SLEEPERS WITH HOLD DOWN CLAMPS AND 3/8 "x1 1/2" GALV LAG SCREWS. HORIZONTAL CABLE TRAY PREFAB METAL HOOD UNISTRUT P1000 X 12" ATTACH W/ A10 SCREWS URLITY CONDUIT (P) COAX CABLES MOUNTED TO UNISTRUT MOUNTED TO UNISTRUT COVERED VERTICAL TRAY SHALL BE PAINTED TO MATCH BUILDING COLOR AND TEXTURE VERTICAL CABLE TRAY 1 0 NOTE: 1. PVC SLEEPERS FILLED WITH CONCRETE EVERY 10' -0 WALL/CEILING 4 "x4 "x4' 0.C. PVC SLEEPERS AND AT ALL COAX BRIDGE JOINTS. 6" LONGER THAN WIDTH OF CABLE TRAY. (SEE NOTE 1) #6 GREEN STRANDED COPPER WITH 2 -HOLE LUG BONDING JUMPER SPUCE PLATE ROOF PAD ADHERE TO SLEEPERS (NOT TO ROOF MEMBRANE) CEILING SYSTEM COAX CABLES FASTENED TO CABLE LADDER COAX CABLE MOUNTED TO UNISTRUT SCALE N.T.S. ALL VOID WITH CAULK, FLUSH SURFACES WALL (SEE TABLE) SEALANT: TREMCO INC, TREMSTOP -WBM UL SYSTEM NUMBER: WL1051 F RATING 1 2 HR. GROUT ALL VOIDS AROUND SLEEVES SEALANT CONDUIT A10 SCREWS (TYP) 000 UNISTRUT HANGER RODS NOTE: CORE HOLE 1 1/2" LARGER THAN THE DIAMETER OF THE CONDUIT. CORE DRILLS TO BE SEALED WITH ELASTOMERIC SEALANT. COAX CABLE LADDER P1000 UNISTRUT GROUND WIRE COAX CABLES HUNG FROM CEILING W /UNISTRUT O SCALE: N.T.S. 0.00000. 0 41 0 NISTRUT P1000 X 18" ATTACH W/ (2) 1/2 "0 LAG BOLTS AS NEEDED ONE 2 "0 METAWC PIPE OR CONDUIT OF WALL/FLOOR ASSEMBLY TO BE CENTERED WITHIN FlRESTOP SYSTEM. PIPE SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES 111 ELEVATION EXISTING CORNER BRICK PIER 3/8" 0 GALV. BOLT W/ NUT WASHER (TYP) PLAN GPS ANTENNA SCALE: N.T.S. ONE 2 "0 SCHEDULE 40 PVC PIPE TO BE CENTERED WITHIN FlRESTOP SYSTEM. A NOM. ANNULAR SPACE OF 5/18" IS REQUIRED WITHIN THE FIRESTOP SYSTEM PIPE SHALL BE RIGIDLY SUPPORTED ON 80114 SIDES OF WALL/FLOOR ASSEMBLY PACKING MATERIAL SHALL BE A MIN. OF 1 1/2" THICK OF MIN. 6 PCF MINERAL WOOL BATT INSULATION FIRMLY PACKED IN OPENING. FILL VOID W/ A MIN. OF 2" THICK OF SEALANT APPLIED FLUSH W/THE TOP SURFACE OF BOTH SIDES OF FLOOR/W SEALANT: SPECSEAL 500, 501, 502 OR 505 SEALANT BY SPECIFIED TECHNOLOGIES, INC. UL SYSTEM NUMBER: CAJ2057 F RATING 2 HR. TYPICAL PENETRATION DETAILS O SCALE: N.T.S. NOTFS; 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF 11-10 SURFACE AREA OF A HEMISPHERE AROUND 1H0 GPS ANTENNA. 2. ALL GPS ANTENNA LOCATIONS 1UUST BF ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA GPS ANTENNA DETAIL THROUGH PENETRANTS ONE METAWC PIPE, CONDUIT OR TUBING TO BE INSTALLED ETTHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL FORMING MATERIAL SHALL BE A MIN. OF 1 1/2" THICK OF MIN. 4.0 PCF MINERAL WOOL BATT INSULATION FIRMLY PACKED IN OPENING, USG INTERIORS -TYPE SAE GSM ANTENNA COMTELCO P /N: BSD81808 MOUNTING BRACKET TP P /N: FD -08- 1342 -00 MOUNT CUP ANGLE FOR GPS MOUNTING HARDWARE (MOUNT TO BRICK FACADE) GSM ANTENNA GRANITE CAP r• /8" DIA. HOLE WITH (2) HILTI HY 20 ANCHORS W/ 5" MIN EMBEDMENT FOR MASONRY CONSTRUCTION WITH SCREEN TUBE O EXISTING CORNER BRICK PIER ONE 2 "0 SCHEDULE 40 PVC PIPE TO BE CENTERED WITHIN FIRESTOP SYSTEM. PIPE SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL /FLOOR ASSEMBLY SEALANT, MIN. OF 1 1/4" THICK, FLUSH WITH BOTH SURFACES OF WALL FOR 2 HR. ASSEMBLY, 5/8 THICK FOE 1 HR. ASSEMBLY. A 5/8" CROWN AROUND CONDUIT WITH A 1" MIN. LAP AROUND OPENING SEALANT: INTERNAT'L PROTECTIVE COATINGS CORP -FSP 110 PUTTY OR FS1900 SEALANT UL SYSTEM NUMBER: WL2038 F RATING 1 2 HR. THICKNESS OF SEALANT APPUED FLUSH W/THE TOP SURFACE OF BOTH SIDES OF FLOOR/WALL (SEE TABLE), USG INTERIORS -TYPE SS UL SYSTEM NUMBER: CAJ1020 F RATING 3 HR. ALL EQUIPMENT SHALL BE ANCHORED PER MANUFACTURER'S GUIDELINES. INSIDE SCALE: N.T.S. BTS SCALE N.T.S. (TOTAL OF 4 (TOTAL OF 4) ANTENNA AMPLIFIER DIMENSIONS: 13 "H x 6"W x 4 "D SECTION AT CABLE PORT ENTRY PANEL ANTENNA DIMENSIONS: 72 "H x 13"W x 4 "D AMPLIFIER PANEL ANTENNA DETAIL SCALE: N.T.S. PROPOSED TYPICAL BTS EQUIPMENT CABINET DIMENSIONS: 72.81 -1 x 23.6"W x 15.7 "D (TOTAL OF 3) PROPOSED TYPICAL BATTERY RACK EQUIPMENT CABINET DIMENSIONS: 76 "H x 241! x 16 "D EQUIPMENT DETAIL (E) WALL SYSTEM 0 CUSHION CLAMP BOOT JACKET 0 P I FEED THRU PLATE FLANGE CLAMP BOOT CUSHION COAX CABLES MP.) it t MICROFLECT 12 HOLE 01118 COAX ENTRY PORT OUTSIDE 0 OMNIPOINT COMMUNICATIONS INC. A WHOLLY -OWNED SUBSIDIARY OF T- MOBILE USA, INC. 15 COMMERCE WAY NORTON, MA 02176 OFFICE: (508) -286 -2700 FAX: (508)- 286 -2893 50 EASTMAN ST. SOUTH FA5TON, MIA 02375 PHONE (508) 938 -6393 FAX: (508) 936 -6395 APPROVALS LANDLORD LEASING R F. ZONING CONSTRUCTION WE 1 PROJECT NO: 2807.004 I DRAWN BY: PT I SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A -4 MIN. FILL F PIPE OR ANNULAR MATERIAL RATING CONDUIT SPACE 04. THICKNESS HR PIPE 3 4 1 1/4" 2 CONDUIT 3/4" 3/4" 1 VERIFY SIZE W/ MANUF. SPECS NEW BASE FLASHING EXISTING ROOF SYSTEM SCALE: N.T.S. MT -365 BY MTS INC. OR APPROVED EQUAL 2x2 PRESSURE TREATED FRAME EXISTING ROOF STRUCTURE MOUNT TRAY TO UNISTRUT WTfH 1/2" 13 X 1 1/2" LONG GALVANIZED BOLTS, SPRING NUTS P1010 WASHERS COAX (ATTACH COAX TO CABLE TRAY WITH TIES, 6' 0.C.) 4' LONG 3/4" MCNICHOLS GBB BAR GRATING W /(6) G -STYLE CUP FASTENERS ((3) EA. SIDE). LOCATIONS OF GRATING TO BE SPECIFIED BY T- MOBILE FCM. L &W REINSULATE SPACE AROUND CABLES, INSIDE HOOD COMPLETELY HOOD FLASHING I 2x12 (1YP) PRESSURE 1' 1 EATED CURB ;III& 1 t 1:1�T1111. TR ROOF PENETRATION DOGHOUSE DETAIL SCALE: N.T.S. WALL/CEIUNG /FLOOR POWER AND TELCO MOUNTED TO UNISTRUT O SCALE N.T.S. AS NEEDED HOLD DOWN CLAMP CABLE TRAY 9" RUNGS, 4" LOADING DEPTH. SUPPORT CABLES WITH STAINLESS STEEL CLAMPS OR TIE WRAPS EVERY 3 FT. UNISTRUT P1000 EVERY 6' ON CENTER MOUNT UNISTRUT TO BLDG. W111-1 1/2" DIAL HILTI HY20 BOLTS SCALE: N.T.S. PROPOSED MTS LT -12 (OR APPROVED EQUAL) PRE GALVANIZED STEEL MEDIUM DUTY CABLE TRAY WITH 9" RUNG SPACING. FASTEN TO SLEEPERS WITH HOLD DOWN CLAMPS AND 3/8 "x1 1/2" GALV LAG SCREWS. HORIZONTAL CABLE TRAY PREFAB METAL HOOD UNISTRUT P1000 X 12" ATTACH W/ A10 SCREWS URLITY CONDUIT (P) COAX CABLES MOUNTED TO UNISTRUT MOUNTED TO UNISTRUT COVERED VERTICAL TRAY SHALL BE PAINTED TO MATCH BUILDING COLOR AND TEXTURE VERTICAL CABLE TRAY 1 0 NOTE: 1. PVC SLEEPERS FILLED WITH CONCRETE EVERY 10' -0 WALL/CEILING 4 "x4 "x4' 0.C. PVC SLEEPERS AND AT ALL COAX BRIDGE JOINTS. 6" LONGER THAN WIDTH OF CABLE TRAY. (SEE NOTE 1) #6 GREEN STRANDED COPPER WITH 2 -HOLE LUG BONDING JUMPER SPUCE PLATE ROOF PAD ADHERE TO SLEEPERS (NOT TO ROOF MEMBRANE) CEILING SYSTEM COAX CABLES FASTENED TO CABLE LADDER COAX CABLE MOUNTED TO UNISTRUT SCALE N.T.S. ALL VOID WITH CAULK, FLUSH SURFACES WALL (SEE TABLE) SEALANT: TREMCO INC, TREMSTOP -WBM UL SYSTEM NUMBER: WL1051 F RATING 1 2 HR. GROUT ALL VOIDS AROUND SLEEVES SEALANT CONDUIT A10 SCREWS (TYP) 000 UNISTRUT HANGER RODS NOTE: CORE HOLE 1 1/2" LARGER THAN THE DIAMETER OF THE CONDUIT. CORE DRILLS TO BE SEALED WITH ELASTOMERIC SEALANT. COAX CABLE LADDER P1000 UNISTRUT GROUND WIRE COAX CABLES HUNG FROM CEILING W /UNISTRUT O SCALE: N.T.S. 0.00000. 0 41 0 NISTRUT P1000 X 18" ATTACH W/ (2) 1/2 "0 LAG BOLTS AS NEEDED ONE 2 "0 METAWC PIPE OR CONDUIT OF WALL/FLOOR ASSEMBLY TO BE CENTERED WITHIN FlRESTOP SYSTEM. PIPE SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES 111 ELEVATION EXISTING CORNER BRICK PIER 3/8" 0 GALV. BOLT W/ NUT WASHER (TYP) PLAN GPS ANTENNA SCALE: N.T.S. ONE 2 "0 SCHEDULE 40 PVC PIPE TO BE CENTERED WITHIN FlRESTOP SYSTEM. A NOM. ANNULAR SPACE OF 5/18" IS REQUIRED WITHIN THE FIRESTOP SYSTEM PIPE SHALL BE RIGIDLY SUPPORTED ON 80114 SIDES OF WALL/FLOOR ASSEMBLY PACKING MATERIAL SHALL BE A MIN. OF 1 1/2" THICK OF MIN. 6 PCF MINERAL WOOL BATT INSULATION FIRMLY PACKED IN OPENING. FILL VOID W/ A MIN. OF 2" THICK OF SEALANT APPLIED FLUSH W/THE TOP SURFACE OF BOTH SIDES OF FLOOR/W SEALANT: SPECSEAL 500, 501, 502 OR 505 SEALANT BY SPECIFIED TECHNOLOGIES, INC. UL SYSTEM NUMBER: CAJ2057 F RATING 2 HR. TYPICAL PENETRATION DETAILS O SCALE: N.T.S. NOTFS; 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF 11-10 SURFACE AREA OF A HEMISPHERE AROUND 1H0 GPS ANTENNA. 2. ALL GPS ANTENNA LOCATIONS 1UUST BF ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA GPS ANTENNA DETAIL THROUGH PENETRANTS ONE METAWC PIPE, CONDUIT OR TUBING TO BE INSTALLED ETTHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL FORMING MATERIAL SHALL BE A MIN. OF 1 1/2" THICK OF MIN. 4.0 PCF MINERAL WOOL BATT INSULATION FIRMLY PACKED IN OPENING, USG INTERIORS -TYPE SAE GSM ANTENNA COMTELCO P /N: BSD81808 MOUNTING BRACKET TP P /N: FD -08- 1342 -00 MOUNT CUP ANGLE FOR GPS MOUNTING HARDWARE (MOUNT TO BRICK FACADE) GSM ANTENNA GRANITE CAP r• /8" DIA. HOLE WITH (2) HILTI HY 20 ANCHORS W/ 5" MIN EMBEDMENT FOR MASONRY CONSTRUCTION WITH SCREEN TUBE O EXISTING CORNER BRICK PIER ONE 2 "0 SCHEDULE 40 PVC PIPE TO BE CENTERED WITHIN FIRESTOP SYSTEM. PIPE SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL /FLOOR ASSEMBLY SEALANT, MIN. OF 1 1/4" THICK, FLUSH WITH BOTH SURFACES OF WALL FOR 2 HR. ASSEMBLY, 5/8 THICK FOE 1 HR. ASSEMBLY. A 5/8" CROWN AROUND CONDUIT WITH A 1" MIN. LAP AROUND OPENING SEALANT: INTERNAT'L PROTECTIVE COATINGS CORP -FSP 110 PUTTY OR FS1900 SEALANT UL SYSTEM NUMBER: WL2038 F RATING 1 2 HR. THICKNESS OF SEALANT APPUED FLUSH W/THE TOP SURFACE OF BOTH SIDES OF FLOOR/WALL (SEE TABLE), USG INTERIORS -TYPE SS UL SYSTEM NUMBER: CAJ1020 F RATING 3 HR. ALL EQUIPMENT SHALL BE ANCHORED PER MANUFACTURER'S GUIDELINES. INSIDE SCALE: N.T.S. BTS SCALE N.T.S. (TOTAL OF 4 (TOTAL OF 4) ANTENNA AMPLIFIER DIMENSIONS: 13 "H x 6"W x 4 "D SECTION AT CABLE PORT ENTRY PANEL ANTENNA DIMENSIONS: 72 "H x 13"W x 4 "D AMPLIFIER PANEL ANTENNA DETAIL SCALE: N.T.S. PROPOSED TYPICAL BTS EQUIPMENT CABINET DIMENSIONS: 72.81 -1 x 23.6"W x 15.7 "D (TOTAL OF 3) PROPOSED TYPICAL BATTERY RACK EQUIPMENT CABINET DIMENSIONS: 76 "H x 241! x 16 "D EQUIPMENT DETAIL (E) WALL SYSTEM 0 CUSHION CLAMP BOOT JACKET 0 P I FEED THRU PLATE FLANGE CLAMP BOOT CUSHION COAX CABLES MP.) it t MICROFLECT 12 HOLE 01118 COAX ENTRY PORT OUTSIDE 0 OMNIPOINT COMMUNICATIONS INC. A WHOLLY -OWNED SUBSIDIARY OF T- MOBILE USA, INC. 15 COMMERCE WAY NORTON, MA 02176 OFFICE: (508) -286 -2700 FAX: (508)- 286 -2893 50 EASTMAN ST. SOUTH FA5TON, MIA 02375 PHONE (508) 938 -6393 FAX: (508) 936 -6395 APPROVALS LANDLORD LEASING R F. ZONING CONSTRUCTION WE 1 PROJECT NO: 2807.004 I DRAWN BY: PT I SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A -4 I CHECKED BY: RS I SUBMITTALS 2 10/24/07 FINAL CONSTRUCTION 1 10/15/07 FINAL CONSTRUCTION 0 09/26/07 CONSTRUCTION 1085 DOCUMENT IS THE CREATION. DEMON, PROPERTY AND CONFRONTED WORK OF OMNIPOINT COL1MUNICA11O S, INC. ANY DUPUGDON OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STR1CTLY PROMOTED. DUPUCAl10N MID USE BY GOVERMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR LAWFULLY AUTHORIZED RECUTATORY AND ADMINISTPATTVE FUNCTIONS 15 SPECIFICALLY ALLOWED. IF THIS DRAWING 5 NOT 24"X30 TLS NOT TO SCALE SITE 4SH0534B ST JOHN'S EPISCOPAL 48 ELM STREET NORTHAMPTON, MA 01060 �(E) WALL z 7/8" RESIUENT CHANNELS (P)G.W (2) LAYERS RE- 5/8" GYPSUM PANEL TYPE "X 2 3/8 "0 0.D. PIPE l 411 5 MIL VAPOR BARRIER FLUSH MOUNT ADAPTER SCALE: N.T.S. (P) (1) LAYER OF 5/8" CDX APA RATED PLYWOOD (P) WOOD BLOCKING (P) (1) LAYER 5/8" G.W.B. FIRE -RATED GYPSUM PANEL TYPE "X STRUCTURAL LUMBER (P) 2x6 ROOF JOISTS 0 16" 0.0 1 1/2" RIGID INSULATION 1) TIMBER CONSTRUCTION SHALL CONFORM TO ARC. "TIMBER CONSTRUCTION MANUAL AND AF &PA "NATIONAL DESIGN SPECIFICATIONS 1 1/2" 22GA. Z FURRING CHANNELS 0 16" 0.C. (TYP.) 2) ALL SAWN LUMBER SHALL BE SPRUCE- PINE -FIR (SPF) WITH THE FOLLOWING MINIMUM GRADES: JOISTS, RAFTERS, WALL STUDS AND LINTEL; NO. 1 GRADE. SILLS AND PLATES; STUD GRADE. SOUD WOOD POSTS; N0. 1 GRADE. BRIDGING, BLOCKING AND MAILERS; STUD GRADE. REINFORCED FLOOR JOISTS SHALL BE 1.9E MICROLLAM LVL BEAMS. 3) ALLOWABLE BENDING STRESS: Fb min 1,000 P51. E 1,600,000 P51. ALL MICROLLAM (LVL) MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: Fb 2,500 PSI, Fv 285 PSI, E 1,900,000 PSI. 4) ALL FASTENERS SHALL BE HOT DIP GALVANIZED HEAVY DUTY JOIST HANGERS AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INCLUDING ALL CLIP ANGLES PLATES. 5) FASTENINGS AND CONNECTIONS SHALL CONFORM TO SECTION 2305.2 FASTENING SCHEDULE, MASSACHUSETTS STATE BUILDING CODE, 6th EDITION. 6) ALL STUD WALLS. BEARING AND NON- BEARING, SHALL HAVE ONE ROW OF CONTINUOUS 2x SOUD BLOCKING BETWEEN STUDS AT MID HEIGHT. 7) WOOD PRESERVATIVE (PRESSURE TREATED) IN ACCORDANCE WDH AWPA C2. PRESERVATIVE SHALL BE CHROMATED ZINC CHLORIDE (CZC) OR CHROMATED COPPER ARSENATE (CCA) CONFORMING TO AWPA P5. NET DRY SALT RETENTION OF WOOD SHALL BE 0.048 PCF FOR CZC AND 0.23 FOR CCA. TREATED WOOD SHALL BE DRIED TO MOISTURE CONTENT OF NOT MORE THAN 152. (P) (2) 5/8" G.W.B. TYPE X (P) 4" VINYL BASE (TYP.) ANTENNA MOUNTING STRAP (P) TMA TYP. PART NUMBER: B3023 BY VALMONT MICROFLECT TEL: 1- 888 -880 -9191 WWW.VALMONT.COM 1 /8 COMPOSMON TILE (PART #51858) (E) 2x12 018" 0.C. FLOOR JOISTS__ r SECTION 0 EQUIPMENT ROOM SCALE: 1 =1' -0" NOTE' ANTENNA AND ALL VISIBLE CONNECTION HARDWARE PAINT TO MATCH COLOR TEXTURE OF EXISTING FACADE 5/8" G.W.B. TYPE X (UL 501) (FIRE RATED) 0 EXTERIORI INTERIOR EXISTING STONE MASONRY 4" EXISTING WINDOW OPENING V.I.F. L 6x4x3/8 2' -4" LONG. (P) WOOD TOP PLATES 2x4 STUD WALL 0 16" 0.C. WITH 3" BATT INS. (P) (2) LAYERS 5/8" G.W.B. FIRE -RATED GYPSUM PANEL TYPE "X (P) LAYER OF 3/4" CDX PLYWOOD (P) WOOD SILL PLATE (P) 1x6 PINE TRIM BOARD ON ALL SIDES 3/4 "0 EPDXY ANCHOR BOLTS W/ 5" MIN. EMBEDMENT (4 EA. TOP 2 EA. BOTTTOM) U -BOLT 2 3/8 "0 0.D. PIPE (P) PANEL ANTENNA (TYP. OF 2) ANTENNA DOWN TILT BRACKET (P) TMA (TYP.) 6 "t ANTENNA MOUNTING DETAIL O SCALE: 1' =1' -0" (E) CHIMNEY 1 1 11ii11 5" MIN (0) BELL TOWER C.L PARTIAL ELEVATION SCALE: 1/2 =1' -0" r-5" J U -BOLT 0 4x3 /8 16. CONCRETE FOR FENCE AND ICE BRIDGE SUPPORT SHALL BE 3,000 P51, AIR L6z L6x 4' LONG. ENTRAINED (42 -62) NORMAL WEIGHT CONCRETE. (P) PANEL ANTENNA (TYP. OF 2) (P) TMA (TYP.) 2 3/8 "4 0.D. PIPE -3/4 "0 EPDXY ANCHOR BOLTS W/ 5" MIN. EMBEDMENT (4 EA. TOP 2 EA BOTTOM) ANTENNA MOUNTING DETAIL O SCALE: 1"..1'-0" STRUCTURAL NOTES: 1. DESIGN REQUIREMENTS ARE PER STATE BUILDING CODE AND APPLICABLE SUPPLEMENTS, ANSI /ASCE7, EIA /TIA -222 -F STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING STRUCTURES. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND ERECTION OF ANY MATERIAL ANY UNUSUAL CONDITIONS SHALL BE REPORTED TO THE ATTENTION OF THE CONSTRUCTION MANAGER AND ENGINEER OF RECORD. 3. DESIGN AND CONSTRUCTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN INSRIUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS 4. STRUCTURAL MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A36 STRUCTURAL STEEL UNLESS OTHERWISE INDICATED. 5. STEEL PIPE SHALL CONFORM TO ASTM A500 "COLD- FORMED WELDED SEAMLESS CARBON STEEL STRUCTURAL TUBING GRADE A, OR ASTM A53 PIPE STEEL BLACK AND HOT- DIPPED ZINC COATED WELDED AND SEAMLESS TYPE E OR S, GRADE B. PIPE SIZES INDICATED ARE NOMINAL ACTUAL OUTSIDE DIAMETER IS LARGER. 6. STRUCTURAL CONNECTION BOLTS SHALL BE HIGH STRENGTH BOLTS (BEARING TYPE)AND CONFORM TO ASTM A325 "HIGH STRENGTH BOLTS FOR STRUCTURAL JOINTS, INCLUDING SUITABLE NUTS AND PLAIN HARDENED WASHERS ALL BOLTS SHALL BE 5/8" DIA UON. 7. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM Al23 "ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS UNLESS OTHERWISE NOTED. 8. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC COATING (HOT -DIP) ON IRON AND STEEL HARDWARE UNLESS OTHERWISE NOTED. 9. FIELD WELDS, DRILL HOLES, SAW CUTS AND ALL DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED WITH AN ORGANIC ZINC REPAIR PAINT COMPLYING WITH REQUIREMENTS OF ASTM A780. GALVANIZING REPAIR PAINT SHALL HAVE 65 PERCENT ZINC BY WEIGHT, ZIRP BY DUNCAN GALVANIZING, GALVA BRIGHT PREMIUM BY CROWN OR EQUAL THICKNESS OF APPLIED GALVANIZING REPAIR PAINT SHALL BE NOT NOT LESS THAN 4 COATS (ALLOW TIME TO DRY BETWEEN COATS) WITH A RESULTING COATING THICKNESS REQUIRED BY ASTM Al23 OR A153 AS APPUCABLE. 10. CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCEDURES, APPEARANCE AND QUALITY OF WELDS, AND FOR METHODS USED IN CORRECTING WELDING. ALL WELDERS AND WELDING PROCESSES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS "STANDARD QUALIFICATION PROCEDURES ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND DI.I. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION 9TH 001TION. 11. INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISFITTING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO 111E CONSTRUCTION MANAGER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE CONSTRUCTION MANAGER APPROVAL 12. UNISTRUTS SHALL BE FORMED STEEL CHANNEL STRUT FRAMING AS MANUFACTURED BY UNISTRUT CORP, WAYNE, MI OR EQUAL. STRUT MEMBERS SHALL BE 1 5/8 "x1 5/8 "x12GA, UNLESS OTHERWISE NOTED, AND SHALL BE HOT -DIP GALVANIZED AFTER FABRICATION. 13. EPDXY ANCHOR ASSEMBLY SHALL CONSIST OF 1/2" DIAMETER STAINLESS STEEL ANCHOR ROD WITH NUTS WASHERS. AN INTERNALLY THREADED INSERT, A SCREEN TUBE AND A EPDXY ADHESIVE. THE ANCHORING SYSTEM SHALL BE THE HILTI -HIT HY -20 AND OR HY -150 SYSTEMS (AS SPECIFIED AN DWG.) OR ENGINEERS APPROVED EQUAL WITH 4-1/4" MIN. EMBEDMENT DEPTH. 14. EXPANSION BOLTS SHALL CONFORM TO FEDERAL SPECIFICATION FF -5 -325. GROUP II, TYPE 4, CLASS I, HILTI KWIK BOLT II OR APPROVED EQUAL. INSTALLA11ON SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE THREE AND ONE HALF (3 1/2) INCHES. 15. GRAVEL SUB BASE AND CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL 17. ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE W1TH THE REQUIREMENTS OF ACI 318 AND ACI 301. 8. MINIMUM COMPRESSION STRENGTH FOR MONOPOLE AND FOUNDATION EQUIPMENTS PAD 4,000ps1 0 28 DAYS. USE TYPE 11 CONCRETE UNLESS STATED OTHERWISE. b. CONCRETE MIX SHOULD HAVE A SLUMP OF 4 FOR PIER. 18. THE FOLLOWING MINIMUM CONCRETE COVER OVER REINFORCING STEEL SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: CONCRETE CAST AGAINST EARTH 3 INCHES. CONCRETE EXPOSED TO EARTH OR WATER #6 AND LARGER 2 INCHES #5 AND SMALLER 1 1/2 INCHES ALL EXPOSED EDGES SHALL BE PROVIDED WITH A 3/4 "x3/4" CHAMFER UNLESS NOTED OTHERWISE. 19. LUMBER SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE NATIONAL FOREST PRODUCTS ASSOCIATION'S NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. ALL LUMBER SHALL BE PRESSURE TREATED AND SHALL BE STRUCTURAL GRADE N0. 2 OR BETTER. 20. WHERE ROOF PENETRATIONS ARE REQUIRED, THE CONTRACTOR SHALL CONTACT AND COORDINATE RELATED WORK YATH THE BUILDING OWNER AND THE EXISTING ROOF INSTALLER. WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO NOT VOID THE EXISTING ROOF WARRANTY. IF ASSUMED EXISTING CONDITION DIFFERS, ENGINEER MUST BE INFORMED OF ACTUAL FIELD CONDITION. OMNIPOINT COMMUNICATIONS INC. A WHOLLY -OWNED SUBSIDIARY OF T- MOBILE USA, INC. 15 COMMERCE WAY NORTON, MA 02176 OFFICE (508) -286 -2700 FAX (508) -286 -2893 M1XTON 50 EASTMAN ST. SOUTH EASTON, IAA 02375 PHONE (508) 936 -8393 Fa (508) 938 -6395 APPROVALS LANDLORD LEASING R F. ZONING CONSTRUCTION A/E 1 PROJECT NO: 2807.004 1 DRAWN BY: PT I SHEET TITLE STRUCTURAL DETAILS SHEET NUMBER S -1 TYPE i° d HVAC R N 2) G CABLE TRAY WALL MOUNTED EMERGENCY LIGHT UGHT ALARMS UNIT WIRED TO UNSWITCHED HOT LEG OF UGHTING UNIT (CAT 12P021L25) OR APPROVED EQUAL C r T A. \l COAX G 0 I I I MG: I COAX CABLE`' PORT POWERTELCO PANEL PANEL DOOR FRAME/ DOOR GROUNDING JUMPER ITO BATTERY UNIT BTS UNIT r� G #2G-N TYPE MANUFACTURER A SURFACE MOUNTED 1'x4' LAMP FLUORESCENT LIGHTF1XWIRE- UTHONIA OR APPROVED EQUAL B WALL MOUNTED EMERGENCY LIGHT UGHT ALARMS UNIT WIRED TO UNSWITCHED HOT LEG OF UGHTING UNIT (CAT 12P021L25) OR APPROVED EQUAL C EDWARDS SIGNALS IONIZATION SMOKE DETECTORS -2420 OR EQUAL (P) WALL MOUNTED HVAC UNIT CABLE TRAY SUSPENDED FROM CEIUNG NEWTON INSTRUMENT 2003 -21 OR EQUAL (P) 6'- 3"X10' -7" EQUIPMENT ROOM ON 2ND FLOOR OF BELL TOWER G o NOTE: C)(E) UTILITY 200A. 1- PHASE, 120/240V, O/H SERVICE TO THE CHURCH. THIS SERVICE MAY REQUIRE AN UPGRADE TO ACCOMMODATE THE T- MOBILE EQUIPMENT REQUIREMENTS FOR A 200A,1 -PH, 120/240V. COORDINATE THIS WITH THE CHURCH AND T- MOBILE. Q(E) UTILITY SERVICE WEATHERHEAD FOR THE CHURCH. (E) SERVICE DROP LOCATED IN THE BASEMENT. (P) T- MOBILE SERVICE WEATHERHEAD THE T- MOBILE 200A, 3W, 120/240V SERVICE TO BE TAPPED OFF THE IN COMING UTILITY SERVICE. SEE ITEM (1.) ABOVE. 05 (P) T- MOBILE SERVICE METER, 200A, 1 -PH, 120 /240V. THE LOCATION OF THE METER TO BE .DETERMINED IN COORDINATION WITH THE LOCAL UTILITY. THE CONTRACTOR TO INSTALL THE WEATHERHEAD AND THE METER SOCKET AS PER THE UTILITY REQUIREMENTS. ©(P) 3 #3/0 AWG, 1 #4G 2 "C TO THE (P) 200A, 2 -P FUSED DISCONNECT TO BE LOCATED IN THE ELECTRIC ROOM IN THE BASEMENT. THE 200A, 2-PH FUSED DISCONNECT, S2 -D OR EQUAL TO BE LOCATED CLOSE OB (P) 3 #3/0 AWG, 1 #4G 2 "C TO RUN UNDERNEATH THE CEILING AND ROUTED UP TO THE T- MOBILE EQUIPMENT ON 2ND FLOOR IN THE BELL TOWER. 2ND T-FLOOR. MOBILE PPC LOCATED IN THE T- MOBILE EQUIPMENT ROOM ON THE (P) MASTER GROUND BAR (MGB) TO BE LOCATED IN THE EQUIPMENT ROOM. ©.(P) #4/0 AWG GREEN INSULATED UPPER WITH 2 "C TO CONNECT THE MGB TO THE DOMESTIC WATER MAIN IN BASEMENT. CONTRACTOR APPROVED GROUND CLAMPS AT THE WATER MAIN. a (E) DOMESTIC WATER MAIN. (E) TELCO DEMARC LOCATED ON THE EXTERIOR WALL OF THE CHURCH. T MOBILE p FH PULL STRING TO RUN FROM THE (E) DEMARC TO (E) NELCO /LULU' POLE �r1 0 (E) CHURCH METER (P) 1X4 CEIUNG MOUNTED FLUORESCENT UGHT FIXTURE (TYP.) L POWER LIGHTING PLAN O SCALE: N.T.S. POWER /TELCO /GROUNDING RISER DIAGRAM SCALE: N.T.S. O (P) DOOR (P) EMERGENCY LIGHT (P) AC PANEL (P) TELCO BOARD (P) GROUND BAR (P) COAX CABLE ENTRY PORT (P) T- MOBILE EQUIPMENT ROOM PROP. PANEL P -1 GENERAL ELECTRIC TH(H)QL- BOLTON OR EQUAL SEE RISER DIAGRAM BELOW FOR CONTINUATION 3 13/0 112 GND-2% ONE LINE DIAGRAM SCALE N.T.S. #6G AWG INSULATED GROUNDING HALO (ATTACH W/ NON- METAUC HANGERS) 2112 1 112GND -3/4"C GR/WP INDOOR AC FAN, 115V, Id, PROVIDE 1 P15A C B AND DISC. SWITCH 2004 IP2OA rt j 2p �P I r s$ 2 112, 1 112G IN 3 /VC r 4 .J,— CONDENSING UNIT 0 GRADE 1/, 161. IP20A I PROVIDE 2P20A CAL 2P30A DISC. SW., 2 /1O, 1 /12G IN 3/4 "C 1^ 1 2 112 1/12GND -1/2 1P2M��- UGHRNG 1 2 112 1 112GND- 1 /2 "C RECEPGC Es n 210 n n n n n n n n 3P10A n 2^ 1^ 2 112 1 /12GND- 1 /2 "C L_—__J SMOKE/HEAT DETECTOR GPS CABLE GROUNDING KIT GSM CABLE GROUNDING KIT 0 LNA ANTENNA (TYP OF 12 CABLE GROUNDING KIT (TYP OF 12 (P) 1C, 1 #2 GND TO D:IS LNG WATER MAIN GROUNDING RISER DIAGRAM® SCALE N.T.S. COAXIAL CABLE (CATVX) G EGB 2G ANTENNA SUPPORT PIPE EGB ELECTRICAL LEGEND A.F.F. U.O.N. WP GE! A V KWH C G J_ MGB I EGB I=1 -G- NEW PANEL BOARD, SURFACE MOUNTED EXISTING PANEL BOARD, SURFACE MOUNTED DRY TYPE TRANSFORMER METER CIRCUIT BREAKER NON- FUSIBLE DISCONNECT SWITCH, MOUNTED 54" A.F.F. FUSIBLE DISCONNECT SWITCH, MOUNTED 54"A.F.F. TRANSIENT VOLTAGE SURGE SUPPRESSER WITH BUILT -IN FUSES, SURFACE MOUNTED DUPLEX OUTLET, SURFACE MOUNTED, 20 AMPS, 125 VOLTS, SINGLE PHASE JUNCTION BOX, SURFACE MOUNTED 18" A.F.F. EXPOSED WIRING HOME RUNS, MINIMUM 2 #10 1 #10G IN 3/4" CONDUIT U.O.N. ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED WEATHERPROOF GROUND FAULT INTERRUPTER AMPERE VOLT KILOWATT HOUR CONDUIT GROUND GROUND MASTER GROUND BAR EQUIPMENT GROUND BAR @CAVED CONNEGTION GROUND COPPER WIRE, SIZE AS NOTED EXPOSED WIRING COAXIAL CABLE 0 5/8 "x10' COPPER CLAD STEEL GROUND ROD EXOTHERMIC CADWELD) OR MECHANICAL (COMPRESSION TYPE) CONNECTION PPC POWER PROTECTION CABINET ELECTRICAL AND GROUNDING NOTES 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC) AS WELL AS APPUCABLE STATE AND LOCAL CODES. 2. ALL ELECTRICAL ITEMS SHALL BE U.L APPROVED OR LISTED AND PROCURED PER SPECIFICATION REQUIREMENTS. 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY DRAWINGS AND SPECIFICATION INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE OPERATING AND APPROVED ELECTRICAL SYSTEM. 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS RESPONSIBLE FOR OBTAINING SAID PERMITS AND COORDINATION OF INSPECTIONS. 5. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO WEATHER SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL CONDUITS OR SCHEDULE 80 PVC (AS PERMITTED BY CODE) AND WHERE REQUIRED IN UQUID TIGHT FLEXIBLE METAL OR NONMETALLIC CONDUITS. 6. BURIED CONDUIT SHALL BE SCHEDULE 40 PVC. 7. ELECTRICAL WIRING SHALL BE COPPER WITH TYPE XHHW, THWN, OR THIN INSULATION. 8. RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UT10TY DEMARCATION POINT AND T- MOBILE CELL SITE POWER PEDESTAL AS INDICATED ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE. COORDINATE INSTALLATION WITH 011011' COMPANY. 9. RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY DEMARCATION POINT AND T- MOBILE CELL SITE TELCO CABINET AND BTS CABINET AS INDICATED ON THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE IN INSTALLED TELCO CONDUIT. PROVIDE GREENLEE CONDUIT MEASURING TAPE AT EACH END. 10. WHERE CONDUIT BETWEEN BTS AND T- MOBILE CELL SITE POWER PEDESTAL AND BETWEEN BTS AND T- MOBILE CELL SITE TELCO SERVICE CABINET ARE UNDERGROUND USE PVC, SCHEDULE 40 CONDUIT. ABOVE THE GROUND PORTION OF THESE CONDUITS SHALL BE PVC CONDUIT. 11. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE. 12. PPC SUPPUED BY T- MOBILE. 13. GROUNDING SHALL COMPLY WITH NEC ARTICLE 250. 14. GROUND COAXIAL CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS COAX CABLE GROUNDING KITS SUPPUED BY T- MOBILE. 15. USE #6 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR ABOVE GRADE GROUNDING (UNLESS OTHERWISE SPECIFIED) AND #2 SCUD TINNED BARE COPPER WIRE FOR BELOW GRADE GROUNDING AS INDICATED ON THE DRAWING. 16. ALL GROUND CONNECTIONS TO BE BURNDY HYGROUND COMPRESSION TYPE CONNECTORS OR CADWELD EXOTHERMIC WELD. DO NOT ALLOW BARE COPPER WIRE TO BE IN CONTACT WITH GALVANIZED STEEL. 17. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE, EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NEVER BE BENT AT RIGHT ANGLE. ALWAYS MAKE AT LEAST 12" RADIUS BENDS. #6 WIRE CAN BE BENT AT 6" RADIUS WHEN NECESSARY. BOND ANY METAL OBJECTS WITHIN 7 FEET OF T- MOBILE EQUIPMENT OR CABINET TO MASTER GROUND BAR. 18. CONNECTIONS TO GROUND BARS SHALL BE MADE WM-I TWO HOLE COMPRESSION TYPE COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO ALL LOCATIONS. 19. APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION TYPE GROUND CONNECTIONS. 20. BOND ANTENNA MOUNTING BRACKETS, COAXIAL CABLE GROUND KITS, AND TMA TO EGB PLACED NEAR THE ANTENNA LOCATION. 21. BOND ANTENNA EGB'S AND MGB TO GROUND RING. 22. TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR PROJECT CLOSE -OUT DOCUMENTATION. 5 OHMNS MINIMUM RESISTANCE REQUIRED. 23. FIRE RATING OF THE (P) COAX CABLE TO BE CAN -R RATED, PER NEC. OMNIPOINT COMMUNICATIONS INC. A WHOLLY —OWNED SUBSIDIARY OF T— MOBILE USA, INC. 15 COMMERCE WAY NORTON, MA 02176 OFFICE (508) 286 -2700 FAX (508) -288 -2893 M1XTON 50 EASTMAN ST. SOUTH EASTON, MA 02375 PHONE (508) 938 -8393 FAX: (508) 838 -6395 APPROVALS LANDLORD LEASING R F. ZONING CONSTRUCTION WE I PROJECT NO: 2807.004 I I DRAWN BY: PT I 1 CHECKED BY: RS I SUBMITTALS 2 1 0 1 0/24/07 10/ 09/28/07 FINAL CONSTRUCTION FINAL CONSTRUCTION CONSTRUCTION THIS DOCUMENT IS THE CREATION, DE51DN, PROPERTY AND COFTIM,HI5 WORN OF OMNIPOINT COMMUNICATIONS, INC. ANY DUPLNA1ION OR USE WITHOUT EXPRESS W1U1'IFR CONSENT IS STRICTLY PROHIBITED. DUPLICATION AND USE BY DOMINATOR AGENCIES FOR THE PURPOSES OF CONDUCING 1HDR UWFULLY AUTHORIZED REGULATORY AND ADMIIISTPATNE FUNCIONS IS SPECIFICALLY ALLOWED. IF THIS DRAWING S NOT 20:38", IT IS NOT 10 SCALE SITE 4SH0534B EPISCOPAL 48 ELM STREET NORTHAMPTON, MA 01060 SHEET TITLE PLANS, DIAGRAMS Sc NOTES SHEET NUMBER E -1 NEMA 1 PANEL SCHEDULE GENERAL ELECTRIC MAIN: 200A 120/240, 10/3W TH(H)QL- BOLTON OR EQUAL SUBMITTALS V DESCRIPTION AMP AMP DESCRIPTION ma. 1 LIGHTING 20 20 RECEPTACLE GFI 2 1 10/15/07 3 RECEPTACLE INTERIOR 20 20 SPARE 4. OMNIPOINT COM4MICATIONS, INC. ANY DUPUCATION OR USE WITHOUT DT PRESS n i HVAC 1 -1/2 TON 15 20 CU -1 m m IF THIS DRAWING 5 NOT 24'X38', IT 5 NOT TO SCALE 9 FAN (OPTIONAL) 20 EPISCOPAL 48 ELM STREET NORTHAMPTON, MA 01060 10 BTS1 -CABLE 2 11 BTS1 -CABLE 1 10 10 BTS1 -CABLE 4 13 15 BTS1 -CABLE 3 10 17 10 BTS2 -CABLE 2 19 BTS2 -CABLE 1 10 L N 21 10 8152 -CABLE 4 23 BTS2 -CABLE 3 10 25 10 8753 -CABLE 2 27 BTS3 -CABLE 1 10 29 10 BTS3 -CABLE 4 31 BTS3 -CABLE 3 10 20 SPARE 33 35 SMOKE/HEAT DETECTOR 20 EMPTY 35 37 EMPTY EMPT' 38 39 EMPTY EMPTY 40 I CHECKED BY: RS I SUBMITTALS 2 10/24/07 FINAL CONSTRUCTION 1 10/15/07 FINAL CONSTRUCTION 0 09/28/07 CONSTRUCTION THIS DOCUMENT 5 1HE CREATION, DESIGN, PROPERTY MD COPYPopDED WORK OF OMNIPOINT COM4MICATIONS, INC. ANY DUPUCATION OR USE WITHOUT DT PRESS WRITTEN CONSENT 5 STRICTLY PROHIBITED. DUPUCATION MD USE BY GOVERNMENT AGENDES FON THE PURPOSES OF CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY MD ADMINISTRATIVE FUNCTIONS 5 SPECIFICALLY ALLOWED. IF THIS DRAWING 5 NOT 24'X38', IT 5 NOT TO SCALE SITE 4SHO534B ST JOHN'S EPISCOPAL 48 ELM STREET NORTHAMPTON, MA 01060 ANTENNA ANTENNA SUPPORT PIPE COAX JUMPER CABLE ALNA COAX CABLE COAX CABLE GROUNDING KIT TO BTS UNIT SECTION "A -A" NOTE 1. 'DOUBLING UP' OR 'STACKING OF CONNECTION IS NOT PERMITTED. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. EGB, BONDED TO BALLAST FRAME /CABLETRAY COAX CABLE CONNECTION AND GROUNDING DETAIL O SCALE: NTS PANEL SCHEDULE SCALE: NTS STEEL HARDWARE TWO HOLE COPPER GROUNDING CABLE 41 COMPRESSION TERMINAL PI EVATION STAR WASHER (TYPICAL NUT (TYPICAL) GROUNDING CABLE GROUND BAR FLAT WASHER (TYPICAL) 1/2 "x1 1/2" HEX BOLT GROUND BAR EXPOSED BARE COPPER TO BE KEPT TO ABSOLUTE MINIMUM, NO INSULATION ALLOWED WETHIN THE COMPRESSION TERMINAL (TYPICAL) TYPICAL GROUND BAR CONNECTIONS DETAIL O SCALE: NTS TO GROUNDING KITS CADWELD TO GROUNDING RING MASTER COAX CABLE GROUNDING KTIS GROUND BAR (MBG) SCALE: NTS FORGER GROUNDING BAR #GB14824 OR EQUAL WITH HOLE PATTERN AND STANDOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN ARGER GROUNDING BAR #GB114412G OR EQUAL ANTENNA MOUNT GROUND EQUIPMENT GROUND BAR (EGB) SCALE: NTS TO GROUNDING RING (LOWER EGB) CADWFID TO GROUNDING RING 0 0 OMNIPOINT COMMUNICATIONS INC. A WHOLLY -OWNED SUBSIDIARY OF T- MOBILE USA, INC. 15 COMMERCE WAY NORTON, MA 02176 OFFICE (508) -286 -2700 FAX: (508) -286 -2893 50EASIWWST. SOUTH EAsiDN, IAA 02375 PHONE (508) 938 -8393 FAX: (508) 938 -8395 APPROVALS LANDLORD LEASING R F. ZONING CONSTRUCTION AVE I PROJECT NO: 2807.004 I I DRAWN BY: PT I SHEET TITLE GROUNDING DETAILS SHEET NUMBER E -2 CHECKED BY: RS SUBMITTALS 2 10/24/07 FINAL CONSTRUCTION 1 10/15/07 FINAL CONSTRUCTION 0 09/26/07 CONSTRUCTON 1115 DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF 01,INIPOINT COMMUNICATIONS, INC. ANY DUPLICATION OR USE WOHOUT EXPRESS WR111EN CONSENT IS STRICTLY PROHIBITED. DUPUCAITON AND 115E BY GOVERNMENT AGENCIES FORME PURPOSES OF CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS IS SPECIFM LLY ALLOWED. IF THIS DRAWING IS NOT 24'X36 R IS NOT TO SCALE SITE 4SH0534B ST JOHN'S EPISCOPAL 48 ELM STREET NORTHAMPTON, MA 01060 (P) WALL MOUNTED HVAC UNIT (P) 3TS UNr#1 (P) B UNIT({ 1N1T3 (P) BATTEPY CABINET 00 00 00 CABLE TRAY SUSPENDED FROM CEIUNG NEWTON INSTRUMENT 2003 -21 OR EQUAL (P) 6'- 3"X10' -7" EQUIPMENT ROOM ON 2ND FLOOR OF BELL TOWER WEATHERPROOF SERVICE DISCONNECT SWITCH AT OUTDOOR CONDENSER UNIT (P) 1X4 CEILING MOUNTED FLUORESCENT LIGHT FIXTURE (TYP.) 8x8- W2.OxW2.0 WELDED WIRE FABRIC REFRIGERANT PIPING. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. INSTALL FILTER DRIER. INSULATE SUCTION LINE AND PAINT WITH "W INHIBITOR PANT OR EQUAL MECHANICAL PLAN SCALE: N.T.S. CONDENSING UNIT LAYOUT O SCALE: N.T.S, 0 GFI RECEPTACLE IN WEATHERPROOF BOX ELECTRICAL CONDUIT, TYP MOUNT UNIT TO SLAB ACCORDING TO MANUFACTURER'S REQUIREMENTS. MAINTAIN SUFFICIENT SPACE BETWEEN UNITS TO ALLOW FOR PROPER VENTILATION. 4" 3000 PSI CONCRETE SLAB W/ BROOM FINISH SET ON WELL- DRAINING GRAVEL SIZE AS REQUIRED. REMOVE TOPSOIL AND ORGANICS PRIOR TO PLACMENT OF GRAVEL AND SLAB. PITCH SLAB TO DRAIN. DOOR (P) EMERGENCY LIGHT O UNIT CONCRETE SLAB N ON THE GROUND (P) AC PANEL (P) TELCO BOARD (P) GROUND BAR (P) COAX CABLE ENTRY PORT HVAC EQUIPMENT SCHEDULE AIR HANDLER: MANUFACTURER: COOLING (BTU /HR): NOMINAL TONS: AIR HANDLER MODEL: AIR HANDLER SYMBOL: AHU -1 VOLTAGE: 208/115/1 CONDENSER: MANUFACTURER: COOLING (BTU /HR): NOMINAL TONS: CONDENSER MODEL: CONDENSER SYMBOL: VOLTAGE: CONDENSATE PUMP: VENDOR: PUMP MODEL: PUMP SYMBOL: MITSUBISHI ELECTRIC 12,500 1 PK12FK MITSUBISHI ELECTRIC 12,500 1 PU12EK CU -1 208/115/1 MITSUBISHI ELECTRIC S11730 -115 CP -1 EQUIPMENT NOTES: AIR CONDITIONING SYSTEM (AC /ACCU): SPLIT SYSTEM, MITSUBISHI PK12FK DUCTLESS INDOOR UNIT (AC) MODEL PK12FK, RATED AT 12500 BTUH TOTAL COOLING CAPACITY, 350 CFM SUPPLY AIR 115V -10, WITH INTEWGENT REMOTE CONTROLLER, LOW AMBIANT OPERATION, AND CONDENSATE PUMP WITH A CAPACITY OF 1.45 GPH, AT 16.4 FT OF HEAD, COMPLETE WITH INTEGRAL FLOAT SWITCH, MOTOR ASSEMBLY AND RESERVOIR, 115 -10. RUN A 1" PVC CONDENSATE UNE FROM THE INDOOR UNIT (AC) AS MANUFACTURER'S INSTRUCTIONS AND LOCAL CODES REQUIRE AND CONNECT TO NEAREST DRAINAGE SYSTEM IN BUILDING. PROVIDE SUPPORTS AS REQUIRED AND INSTALL AC UNIT AS SHOWN ON DRAWINGS. AIR COOLED CONDENSING UNIT (ACCU), LOCATED ON SIDE OF BUILDING, ON PRECAST PAD, MODEL PU12EK, 208V -10. PROVIDE PRE CHARGED PRE INSULATED REFRIGERANT UNE SETS (CONNECTING THE INDOOR AND OUTDOOR UNITS) IN PROPER LENGTHS FOR APPUCATION (SEE SPECIFICATIONS). INDOOR WALL UNIT SCALE: NTS 0 OUTDOOR CONDENSING UNIT SCALE: NTS v Part 1 General 1.01 System DeecrfptIon The air conditioning system shall be a Mitsubishi Electric PK split system eerie,. The system ,hall consist of a slim silhouette, compact wall mounted evaporator section with wired control. System model number PK12FK. These ayetem modal numbers Include the PU aeries horizontal discharge, single phase outdoor unit 1.02 Quality Assurance A. The units shall be Hated by BectrIcal Loborotorlee (ETL) and bear the Ell. label. B. All wiring shall be in accordance with the National Electrical Code (N.E.C.). C. The unit, ,hall be rated in accordance with MI Standard 210 and bear the ARI label. D. The units shall be manufactured In a facility reglatered to ISO 9001 and IS014001 which is a eat of standards applying to environmental protection act by the Intematonal Standard Organization (ISO). E. A full charge of R -22 for 100 feet of refrigerant tubing shall be provided in the condensing unit. F. A dry air holding charge shall be provided In the evaporator. G. System efficiency shall meet or exceed 10.0 SEER. 1.03 Delivery, Storage and Handling A. Unit shall be stored and handled according to the manufacturers recommendation. B. The wired controller shall be shipped Inside the carton with the Indoor unit and able to withstand 105' F storage temperatures and 955 relative humidity. Part 2 Warranty 2.01 The unite shall hove a manufacturer's warranty for a period of one (1) year from date of Installation. The compressor shall have a warranty of ale (6) years from date of installation. If, during this period, any port should fail to function properly due to defects In workmanship or material. It shall be replaced or repaired at the discretion of the manufacturer. This warranty doe. not include Tabor. 2.02 Manufacturer shall have fifteen years experience in the U.S. market. Part 3 Performance 3.01 Each system shall perform in accordance to the ratings shown In the table below. 3.02 Performance shall be based on 67' FWB, 80' FOB for the Indoor unit and 957DB,75'FWB for the outdoor unit. Part 4 Products 4.01 Indoor Unit. A. General: The Indoor unit shall be factory assembled, wired and run treated. Contained within the unit shall be all factory wiring, piping, control circuit board and fan motor. The unit 'hall have a self- dlagnoetc function, 3- minute time deloy mechanism. an auto restart function, and a test run switch. Indoor unit and refrigerant pipe, will be charged with dry air Instead of R22 before shipment from the factory. B. Unit Cabinet 1. The casing shall have a white finish. 2. Multi directional drain and refrigerant piping offering four (4) direction' for refrigerant piping and two (2) directions for draining shall be standard. 3. There shall ba a separate back plate which assures the unit firmly to the wall. C. Fan: 1. The evaporator fan shall be an assembly with a line -flow fan direct driven by a single motor. 2. The fan shall ha statically and dynamically balanced and run on a motor with permanently lubricated bearings. 3. A manual adjustable guide vane shall be provided with the ability to change the airflow from side to side(left or right). 4. A motorized air sweep flow lower shall provide an automatic change In airflow by directing the air up and down to provide for uniform air distribution. 5. The Indoor fan shall consist of two (2) speeds, High and Low. D. Miter: 1. Return air shall be filtered by means of an easily removable washable filter. E. Coil: 1. The evaporator tail shall be of nonferrous construction with smooth plate fine on copper tubing. 2. The tubing shall have Inner grooves for high efficiency heat exchange. 3. All tube Jolnta shall be brazed with phoacopper or silver alloy. 4. The toile shall be pressure tested at the factory. 5. A condensate pan and drain shall be provided under the coil. F. Electrical: 1. The unit electrical power shall be 115 volts, 1 phase. 60 hertz. 2. The system shall be capable of satisfactory operation within voltage limit. of 103 volts to 127 volt.. 3. The indoor unit shall not have any supplemental electrical heat elements. G. Control: 1. This unit shall have a wired controller to perform Input funoUons necessary to operate the system. 2. The controller shall consist of an On -Off switch, Cool /Dry-Fan selector, Thermostat setting, Timer Mode, High -law fan speed, Auto Vane selector, Test Run switching and Check Mode switching. 3. Temperature changes shall be by 2'F Increment. with a range of 65 877. 4. The control system shall coneiot of two (2) microproeessore Interconnected by a single non -polar two wire cable. 5. Wiring shall run direct from the indoor unit to the controller with no splices. Ma 6. Manufacturer shall provide 2 conductor 18 Ga. stranded wire for connection to remote controller. 7. The microprocessor located In the indoor unit shall have the capability of sensing return air temperature and indoor coil temperature, receiving and processing commands from the wired controller, providing emergency operation and controlling the outdoor unit. 8. Normal operation of the remote controller provides Individual system control in which one remote controller and one Indoor unit are Installed In the some room. 9. The controller shall have the capability of controlling up to a maximum of fifty (50) systems at a maximum developed control cable dietance of 1.650 feet. 10. The control voltage from the controller to the indoor unit shall be 12 volts, DC. 11. The control voltage between the indoor unit and the outdoor unit shall be 12 volt.. DC. 12. The system shall be capable of automatic restart when power Is motored after power interruption. 13. The system shall include self- diagnostics including total hours of compressor run time. 14. The microproceeeor within the wall mounted remote controller shall provide automatic cooling, display set point and room temperature, 24 hour on /off timer so that automatic operation function display, check mode for memory of most recent problem. 15. Control system shall control the continued operation of the air sweep louvers. as well as provide on /aN and system /mode function switching. 16. The controller shall have the capability to provide sequential starting with up to fifty seconds delay. 17. Two remote controllers can be used to control one unit. 4.02 Outdoor Unit 0. General: The outdoor unit is deelgned specifically for use with PK aeries indoor unite. Th- ud. Each unit must be run tested at the factory. B. Unit Cabinet: 1. The casing shall be fabricated of galvanized steel, bonderized and finished with a powder coated baked enamel. C. Fan: 1. The unit shall be furnished with either one or two direct drive propeller type fans. 2. The motor shall have Inherent pratecUon, be permanently lubricated bearings. 3. The fan motor shall be mounted for quiet operation. 4. The fan shall be provided with a ralaed guard to prevent contact with moving parte. 5. The outdoor unit shall have a horizontal discharge airflow. D. Coil: 1. The condenser coil shall be of nonferrous construction with lanced or corrugated plate fins on copper tubing. 2. The toll shall be protected with an integral metal guard. 3. Refrigerant flow from the condenser shall be controlled by means of a metering orifice. E. Compressor. 1. The compressor shall be a high performance rotary. 2. A crankcase heater shall be factory mounted on the outside of the compressor. 3. The outdoor unit shall have an accumulator. 4. The compressor will be equipped with an internal thermal overload. 5. The compressor shall be a high performance rotary. 6. A crankcase heater shall be factory mounted on the outside of the compressor. 7. The outdoor unit shall have an accumulator. 8. The compressor will be equipped with an internal thermal overload. 9. The outdoor unit shall have a high pressure safety switch. 10. The outdoor unit must have the ability to operate with a maximum height difference of 164 feet and have refrigerant tubing length of 164 feet between indoor and outdoor units without the need for line size changes. traps or additional oil (130 feet maximum for PK12 and PK18). 11. The compressor shall be mounted to avoid the transmission of vibration. 12. The outdoor unit shall be capable of operating at 0'F ambient temperature w/o additional low ambient controls F. Electrical: 1. The unit electrical power shall be 208/230 volts, 1 phase, 60 hertz. 2. The unit shall be capable of satisfactory operation within voltage limits of 198 volts to 253 volts. 3. The outdoor unit shall be controlled by the microprocessor located in the indoor unit. 4. The control voltage between the Indoor unit and the outdoor unit shall be 12 volts, DC. OMNIPOINT CO1IHUNICAi1ONS INC. A WHOLLY -OWNED SUBSIDIARY OF T- MOBILE USA, INC. 15 COMMERCE WAY NORTON, MA 02176 OFFICE (508) -286 -2700 FAX: (508) -286 -2893 M1XTON 50 EASTMAN ST. SOUTH E/STON, MA 02375 PHONE: (508) 938 -6393 FAX: (508) 936 -6395 APPROVALS LANDLORD LEASING R F. ZONING CONSTRUCTION A/E 1 PROJECT NO: 2807.004 1 DRAWN BY: PT I SHEET TITLE MECHANICAL PLAN SHEET NUMBER M -1